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<!DOCTYPE article PUBLIC "-//NLM//DTD Journal Publishing with OASIS Tables v3.0 20080202//EN" "journalpub-oasis3.dtd">
<article xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:oasis="http://docs.oasis-open.org/ns/oasis-exchange/table" xml:lang="en" dtd-version="3.0">
  <front>
    <journal-meta><journal-id journal-id-type="publisher">NHESS</journal-id><journal-title-group>
    <journal-title>Natural Hazards and Earth System Sciences</journal-title>
    <abbrev-journal-title abbrev-type="publisher">NHESS</abbrev-journal-title><abbrev-journal-title abbrev-type="nlm-ta">Nat. Hazards Earth Syst. Sci.</abbrev-journal-title>
  </journal-title-group><issn pub-type="epub">1684-9981</issn><publisher>
    <publisher-name>Copernicus Publications</publisher-name>
    <publisher-loc>Göttingen, Germany</publisher-loc>
  </publisher></journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.5194/nhess-20-2937-2020</article-id><title-group><article-title>Brief Communication: Simple-INSYDE, development of a new tool for flood damage evaluation from an existing synthetic model</article-title><alt-title>Simple-INSYDE</alt-title>
      </title-group><?xmltex \runningtitle{Simple-INSYDE}?><?xmltex \runningauthor{M. Galliani et al.}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes">
          <name><surname>Galliani</surname><given-names>Marta</given-names></name>
          <email>marta.galliani@polimi.it</email>
        </contrib>
        <contrib contrib-type="author" corresp="no">
          <name><surname>Molinari</surname><given-names>Daniela</given-names></name>
          
        <ext-link>https://orcid.org/0000-0003-2473-1257</ext-link></contrib>
        <contrib contrib-type="author" corresp="no">
          <name><surname>Ballio</surname><given-names>Francesco</given-names></name>
          
        </contrib>
        <aff id="aff1"><institution>Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, 20133, Italy</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Marta Galliani (marta.galliani@polimi.it)</corresp></author-notes><pub-date><day>5</day><month>November</month><year>2020</year></pub-date>
      
      <volume>20</volume>
      <issue>11</issue>
      <fpage>2937</fpage><lpage>2941</lpage>
      <history>
        <date date-type="received"><day>10</day><month>March</month><year>2020</year></date>
           <date date-type="rev-request"><day>17</day><month>April</month><year>2020</year></date>
           <date date-type="rev-recd"><day>16</day><month>July</month><year>2020</year></date>
           <date date-type="accepted"><day>15</day><month>September</month><year>2020</year></date>
      </history>
      <permissions>
        <copyright-statement>Copyright: © 2020 Marta Galliani et al.</copyright-statement>
        <copyright-year>2020</copyright-year>
      <license license-type="open-access"><license-p>This work is licensed under the Creative Commons Attribution 4.0 International License. To view a copy of this licence, visit <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">https://creativecommons.org/licenses/by/4.0/</ext-link></license-p></license></permissions><self-uri xlink:href="https://nhess.copernicus.org/articles/20/2937/2020/nhess-20-2937-2020.html">This article is available from https://nhess.copernicus.org/articles/20/2937/2020/nhess-20-2937-2020.html</self-uri><self-uri xlink:href="https://nhess.copernicus.org/articles/20/2937/2020/nhess-20-2937-2020.pdf">The full text article is available as a PDF file from https://nhess.copernicus.org/articles/20/2937/2020/nhess-20-2937-2020.pdf</self-uri>
      <abstract><title>Abstract</title>
    <p id="d1e95">INSYDE is a multivariable, synthetic model for flood damage assessment to
dwellings. The analysis and use of this model highlighted some weaknesses,
linked to its complexity, that can undermine its usability and correct
implementation. This study proposes a simplified version of INSYDE which
maintains its multivariable and synthetic nature but has simpler
mathematical formulations permitting easier use and a direct analysis of
the relation between damage and its explanatory variables.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

      <?xmltex \hack{\allowdisplaybreaks}?>
<sec id="Ch1.S1" sec-type="intro">
  <label>1</label><title>Introduction</title>
      <p id="d1e109">INSYDE (IN-depth SYnthetic Model for Flood Damage Estimation; Dottori et
al., 2016) is a synthetic model for the estimation of flood damage to
residential buildings at the microscale (i.e. building level), developed
and tested in Italian case studies (Amadio et al., 2019; Molinari and
Scorzini, 2017; Molinari et al., 2020). The monetary damage to a dwelling is
computed in the model as the sum of 33 different components, referring to
the costs of repair, removal, and replacement of the damaged elements, which
are functions of several damage explicative variables, related both to the
hazard and to the vulnerability of the affected item (Table 1). Since the
same explicative variable may directly or indirectly influence more than one
damage component, it is difficult to understand the weight that each
explicative variable has on the overall damage estimate. Moreover, the
complex and articulate structure of INSYDE could dissuade less expert users
from using the model and discourage its implementation with platform and
calculation tools other than the original one. This study proposes an
alternative version of the model, named simple-INSYDE, which aims at
overcoming these limitations. Simple-INSYDE preserves the multivariable
nature of the model but aggregates damage components in a smaller set of
functions, which clearly describe the role of each explicative variable in
the total damage figure and can be easily implemented, even by non-expert
users. Such functions are calibrated for low-velocity floods, with building
characteristics typical of Northern Italy. The method and the assumptions
implemented to obtain the simplified version of the model are described in
the following sections.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1" specific-use="star"><?xmltex \currentcnt{1}?><label>Table 1</label><caption><p id="d1e115">Input variables considered in INSYDE (Dottori et al., 2016) and
selected variables in simple-INSYDE. “<inline-formula><mml:math id="M1" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula>” refers to the variables chosen in
simple-INSYDE as independent variables.</p></caption><oasis:table frame="topbot"><?xmltex \begin{scaleboxenv}{.95}[.95]?><oasis:tgroup cols="4">
     <oasis:colspec colnum="1" colname="col1" align="justify" colwidth="1cm"/>
     <oasis:colspec colnum="2" colname="col2" align="justify" colwidth="6cm"/>
     <oasis:colspec colnum="3" colname="col3" align="justify" colwidth="4.5cm"/>
     <oasis:colspec colnum="4" colname="col4" align="justify" colwidth="4.5cm"/>
     <oasis:thead>
       <oasis:row rowsep="1">
         <oasis:entry namest="col1" nameend="col2" align="center">Event features and building characteristics variables in INSYDE </oasis:entry>
         <oasis:entry colname="col3">Default values in INSYDE</oasis:entry>
         <oasis:entry colname="col4">Independent variables chosen<?xmltex \hack{\hfill\break}?>in simple-INSYDE</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"><inline-formula><mml:math id="M2" display="inline"><mml:mrow><mml:msub><mml:mi>h</mml:mi><mml:mi mathvariant="normal">e</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col2">Water depth outside the building (m)</oasis:entry>
         <oasis:entry colname="col3">[0; 5] Incremental step: 0.01m</oasis:entry>
         <oasis:entry colname="col4"><inline-formula><mml:math id="M3" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"><inline-formula><mml:math id="M4" display="inline"><mml:mi>h</mml:mi></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col2">Water depth inside the building (m)</oasis:entry>
         <oasis:entry colname="col3"><inline-formula><mml:math id="M5" display="inline"><mml:mrow><mml:mi>h</mml:mi><mml:mo>=</mml:mo><mml:mi>f</mml:mi></mml:mrow></mml:math></inline-formula> (<inline-formula><mml:math id="M6" display="inline"><mml:mrow><mml:msub><mml:mi>h</mml:mi><mml:mi mathvariant="normal">e</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, GL)</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"><inline-formula><mml:math id="M7" display="inline"><mml:mi>v</mml:mi></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col2">Maximum velocity of the water perpendicular to the building (ms<inline-formula><mml:math id="M8" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col3">0.5</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"><inline-formula><mml:math id="M9" display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col2">Sediment load (% on the water volume)</oasis:entry>
         <oasis:entry colname="col3">0.05</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">du</oasis:entry>
         <oasis:entry colname="col2">Duration of the flood event (h)</oasis:entry>
         <oasis:entry colname="col3">24</oasis:entry>
         <oasis:entry colname="col4"><inline-formula><mml:math id="M10" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1"><inline-formula><mml:math id="M11" display="inline"><mml:mi>q</mml:mi></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col2">Water quality (presence of pollutants)</oasis:entry>
         <oasis:entry colname="col3">Yes</oasis:entry>
         <oasis:entry colname="col4"><inline-formula><mml:math id="M12" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">FA</oasis:entry>
         <oasis:entry colname="col2">Footprint area (m<inline-formula><mml:math id="M13" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col3">100</oasis:entry>
         <oasis:entry colname="col4"><inline-formula><mml:math id="M14" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> (renamed A in simple-INSYDE)</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">IA</oasis:entry>
         <oasis:entry colname="col2">Internal area (m<inline-formula><mml:math id="M15" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col3">0.9 FA</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">BA</oasis:entry>
         <oasis:entry colname="col2">Basement area (m<inline-formula><mml:math id="M16" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>)</oasis:entry>
         <oasis:entry colname="col3">0.5 FA</oasis:entry>
         <oasis:entry colname="col4"><inline-formula><mml:math id="M17" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">EP</oasis:entry>
         <oasis:entry colname="col2">External perimeter (m)</oasis:entry>
         <oasis:entry colname="col3"><inline-formula><mml:math id="M18" display="inline"><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:msqrt><mml:mi mathvariant="normal">FA</mml:mi></mml:msqrt></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">IP</oasis:entry>
         <oasis:entry colname="col2">Internal perimeter (m)</oasis:entry>
         <oasis:entry colname="col3">2.5 EP</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">BP</oasis:entry>
         <oasis:entry colname="col2">Basement perimeter (m)</oasis:entry>
         <oasis:entry colname="col3"><inline-formula><mml:math id="M19" display="inline"><mml:mrow><mml:mn mathvariant="normal">4</mml:mn><mml:msqrt><mml:mi mathvariant="normal">BA</mml:mi></mml:msqrt></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">NF</oasis:entry>
         <oasis:entry colname="col2">Number of floors</oasis:entry>
         <oasis:entry colname="col3">2</oasis:entry>
         <oasis:entry colname="col4">Functions for one storey</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">IH</oasis:entry>
         <oasis:entry colname="col2">Interfloor height (m)</oasis:entry>
         <oasis:entry colname="col3">3.5</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">BH</oasis:entry>
         <oasis:entry colname="col2">Basement height (m)</oasis:entry>
         <oasis:entry colname="col3">3.2</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">GL</oasis:entry>
         <oasis:entry colname="col2">Ground floor level (m)</oasis:entry>
         <oasis:entry colname="col3">0.1</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">BL</oasis:entry>
         <oasis:entry colname="col2">Basement level (m)</oasis:entry>
         <oasis:entry colname="col3">– GL – BH – 0.3</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">BT</oasis:entry>
         <oasis:entry colname="col2">Building type (1 detached house, 2 semi-detached, 3 apartment)</oasis:entry>
         <oasis:entry colname="col3">1</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">BS</oasis:entry>
         <oasis:entry colname="col2">Building structure (1 reinforced concrete, 2 masonry)</oasis:entry>
         <oasis:entry colname="col3">2</oasis:entry>
         <oasis:entry colname="col4"><inline-formula><mml:math id="M20" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">FL</oasis:entry>
         <oasis:entry colname="col2">Finishing level (1.2 high, 1 medium, 0.8 low)</oasis:entry>
         <oasis:entry colname="col3">1.2</oasis:entry>
         <oasis:entry colname="col4"><inline-formula><mml:math id="M21" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">LM</oasis:entry>
         <oasis:entry colname="col2">Level of maintenance (1.1 high, 1 medium, 0.9 <?xmltex \hack{\hfill\break}?>low)</oasis:entry>
         <oasis:entry colname="col3">1</oasis:entry>
         <oasis:entry colname="col4"><inline-formula><mml:math id="M22" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">YY</oasis:entry>
         <oasis:entry colname="col2">Year of construction</oasis:entry>
         <oasis:entry colname="col3">1994</oasis:entry>
         <oasis:entry colname="col4">Fixed at default value</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">PD</oasis:entry>
         <oasis:entry colname="col2">Heating system distribution (1 centralized, <?xmltex \hack{\hfill\break}?>2 distributed)</oasis:entry>
         <oasis:entry colname="col3">1 if YY <inline-formula><mml:math id="M23" display="inline"><mml:mo>≤</mml:mo></mml:math></inline-formula> 1990, 2 otherwise</oasis:entry>
         <oasis:entry colname="col4">Fixed as 1 (centralized)</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">PT</oasis:entry>
         <oasis:entry colname="col2">Heating system type (1 radiator, 2 pavement)</oasis:entry>
         <oasis:entry colname="col3">2 if YY &gt; 2000 and FL &gt; 1, <?xmltex \hack{\hfill\break}?>1 otherwise</oasis:entry>
         <oasis:entry colname="col4">Fixed as 1 (radiator)</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup><?xmltex \end{scaleboxenv}?></oasis:table></table-wrap>

</sec>
<sec id="Ch1.S2">
  <label>2</label><title>Method</title>
      <p id="d1e693">The first step to provide a simpler structure of the model was to aggregate
the original damage functions into four components.
<list list-type="bullet"><list-item>
      <p id="d1e698"><italic>Damage to basement</italic>. In the case of a flood, the basement is assumed totally inundated
and damage does not depend on water level.</p></list-item><list-item>
      <p id="d1e704"><italic>Damage to floor</italic>. In the case of a water level higher than the level of the floor, the
damage to the floor is counted as independent from water level.</p></list-item><list-item>
      <p id="d1e710"><italic>Damage to storey</italic>. Damage to the elements over the floor (e.g.
walls and systems) that depends on water level is considered.</p></list-item><list-item>
      <p id="d1e716"><italic>Damage to boiler</italic>. This damage depends on water level only if the basement is not
present, otherwise, the boiler is considered located in the basement which
is completely inundated.</p></list-item></list>
In order to support model transferability (Merz et al., 2010), the
simplified model computes damage in relative terms, as the ratio of the
absolute damage to a reference value. The reference value is set as the cost
of reconstruction of the storeys exposed to the flood, which is evaluated as
the product of the replacement value RV (EUR m<inline-formula><mml:math id="M24" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>) and the
footprint area (A) of each storey (m<inline-formula><mml:math id="M25" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>). Equation (1) represents the
conceptual formula of the simplified model, where <inline-formula><mml:math id="M26" display="inline"><mml:mi>D</mml:mi></mml:math></inline-formula> is the building damage
in absolute terms (EUR), <inline-formula><mml:math id="M27" display="inline"><mml:mi>d</mml:mi></mml:math></inline-formula> in relative terms, <inline-formula><mml:math id="M28" display="inline"><mml:mi>n</mml:mi></mml:math></inline-formula> and is the number of
flood exposed storeys.
          <disp-formula id="Ch1.E1" content-type="numbered"><label>1</label><mml:math id="M29" display="block"><mml:mtable columnspacing="1em" rowspacing="0.2ex" class="split" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:mi>D</mml:mi></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mi mathvariant="normal">RV</mml:mi><mml:mi mathvariant="normal">basem</mml:mi></mml:msub><mml:mo>⋅</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">basem</mml:mi></mml:msub><mml:mo>⋅</mml:mo><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">basem</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi mathvariant="normal">RV</mml:mi><mml:mi mathvariant="normal">storey</mml:mi></mml:msub><mml:mo>⋅</mml:mo><mml:mi>A</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>⋅</mml:mo><mml:mfenced close=")" open="("><mml:mrow><mml:msubsup><mml:mo>∑</mml:mo><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mi>n</mml:mi></mml:msubsup><mml:mfenced close=")" open="("><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mrow><mml:msub><mml:mi mathvariant="normal">storey</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>d</mml:mi><mml:mrow><mml:msub><mml:mi mathvariant="normal">floor</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:msub></mml:mrow></mml:mfenced><mml:mo>+</mml:mo><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">boiler</mml:mi></mml:msub></mml:mrow></mml:mfenced></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
        The second step was the choice of the independent variables to be included
in the model, among those of the original INSYDE (Table 1). The variables
that were not included in simple-INSYDE were not effectively neglected but
implicitly assumed at the default values according to the assumptions made
in INSYDE, for the geographical context and the flood type of interest
(Wagenaar et al., 2016). We fixed as default value the variables considered
constant in the geographical context, or that are generally not known, or
that are functions of other variables or that do not influence significantly
damage simulation. Among the variables describing the event, we preserved
the water level, the duration of the flood and the presence of pollutants.
Indeed, the sensitivity analysis performed in Dottori et al. (2016)
highlighted that, in the case of slow riverine flood events, water velocity and
sediment load have a minor influence on damage, compared to the chosen
variables. The selection of the vulnerability variables followed different
criteria. We considered the interfloor height and the basement height fixed
at their default values because they do not vary significantly in Northern
Italy. We also kept the default value for the ground floor level and the
heating system variables (PD and PT), because information on them is
difficult to retrieve, without a detailed field survey. The internal area,
the external perimeter, the internal perimeter, the basement perimeter, and
the basement level are fixed as functions of other variables in INSYDE, and
we maintained the same functions. However, this implies limiting the use of
the model for the estimation of damage to single housing units, and not to
condominiums; indeed, the functions to estimate perimeters in INSYDE were
established considering the typical configuration of a 100 m<inline-formula><mml:math id="M30" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> detached
Italian house; this configuration is kept constant in the model, thus not
considering a variation in the number of rooms or a multiplication of
housing units in case the building area increases. The remaining
vulnerability variables were the object of a one-at-a-time sensitivity
analysis, which revealed that the variation in the values of the year of
construction and of the building type causes a change of the mean relative
damage smaller than 2 %, compared to that caused by the other variables
which is between 12 % and 38 %. On the other hand, the building type, in
Italy, is important to evaluate the replacement value. Table 1 shows the
variables that were finally considered in simple-INSYDE.</p>

<?xmltex \floatpos{h!}?><table-wrap id="Ch1.T2" specific-use="star"><?xmltex \currentcnt{2}?><label>Table 2</label><caption><p id="d1e871">Probability distributions and respective parameters of the
explicative variables.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="4">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="left"/>
     <oasis:colspec colnum="3" colname="col3" align="left"/>
     <oasis:colspec colnum="4" colname="col4" align="left"/>
     <oasis:thead>
       <oasis:row rowsep="1">
         <oasis:entry colname="col1">Variable</oasis:entry>
         <oasis:entry namest="col2" nameend="col3" align="center">Distribution </oasis:entry>
         <oasis:entry colname="col4">Notes</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>
         <oasis:entry colname="col1">A</oasis:entry>
         <oasis:entry colname="col2">Log-normal</oasis:entry>
         <oasis:entry colname="col3">Lognormal(5.10, 0.49)</oasis:entry>
         <oasis:entry colname="col4"/>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">FL</oasis:entry>
         <oasis:entry colname="col2">Bernoulli</oasis:entry>
         <oasis:entry colname="col3">B(1, 0.02)</oasis:entry>
         <oasis:entry colname="col4">0.02 probability FL high</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">BS</oasis:entry>
         <oasis:entry colname="col2">Bernoulli</oasis:entry>
         <oasis:entry colname="col3">B(1, 0.64)</oasis:entry>
         <oasis:entry colname="col4">0.64 probability BS masonry</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">LM</oasis:entry>
         <oasis:entry colname="col2">Bernoulli</oasis:entry>
         <oasis:entry colname="col3">B(1, 0.86)</oasis:entry>
         <oasis:entry colname="col4">0.86 probability LM high</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">NF</oasis:entry>
         <oasis:entry colname="col2">Discrete uniform</oasis:entry>
         <oasis:entry colname="col3">U<inline-formula><mml:math id="M31" display="inline"><mml:mrow><mml:mo mathvariant="italic">{</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">10</mml:mn><mml:mo mathvariant="italic">}</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4"/>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">Basement</oasis:entry>
         <oasis:entry colname="col2">Discrete uniform</oasis:entry>
         <oasis:entry colname="col3">U<inline-formula><mml:math id="M32" display="inline"><mml:mrow><mml:mo mathvariant="italic">{</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo mathvariant="italic">}</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4">0 absent, 1 present</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">BT</oasis:entry>
         <oasis:entry colname="col2">Discrete uniform</oasis:entry>
         <oasis:entry colname="col3">U<inline-formula><mml:math id="M33" display="inline"><mml:mrow><mml:mo mathvariant="italic">{</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">3</mml:mn><mml:mo mathvariant="italic">}</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4">1 detached house, 2 semi-detached, 3 apartment</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1">du</oasis:entry>
         <oasis:entry colname="col2">Discrete uniform</oasis:entry>
         <oasis:entry colname="col3">U<inline-formula><mml:math id="M34" display="inline"><mml:mrow><mml:mo mathvariant="italic">{</mml:mo><mml:mn mathvariant="normal">10</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">60</mml:mn><mml:mo mathvariant="italic">}</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4">unit of measure: h</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M35" display="inline"><mml:mi>h</mml:mi></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col2">Continuous uniform</oasis:entry>
         <oasis:entry colname="col3">U<inline-formula><mml:math id="M36" display="inline"><mml:mrow><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">3.5</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4">unit of measure: m</oasis:entry>
       </oasis:row>
       <oasis:row>
         <oasis:entry colname="col1"><inline-formula><mml:math id="M37" display="inline"><mml:mi>q</mml:mi></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col2">Discrete uniform</oasis:entry>
         <oasis:entry colname="col3">U<inline-formula><mml:math id="M38" display="inline"><mml:mrow><mml:mo mathvariant="italic">{</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo mathvariant="italic">}</mml:mo></mml:mrow></mml:math></inline-formula></oasis:entry>
         <oasis:entry colname="col4">0 absent, 1 present</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p id="d1e1155">The last step was the development of the simplified functions. For the four
damage components, a set of reference values was defined for each variable
that influences the component under investigation, e.g. <inline-formula><mml:math id="M39" display="inline"><mml:mrow><mml:mi>A</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">100</mml:mn></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math id="M40" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> and FL <inline-formula><mml:math id="M41" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> low. Then, damage to each component was calculated by varying the
value of one variable at a time (e.g. <inline-formula><mml:math id="M42" display="inline"><mml:mrow><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi>A</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> or <inline-formula><mml:math id="M43" display="inline"><mml:mi>f</mml:mi></mml:math></inline-formula>(FL)) and keeping the others
at their reference value. The resulting functions are simple interpolating
functions suitable for representing the role of each variable in the
estimation of a specific damage component: for variables that assume only
two values, such as BS or FL, the only identification of multiplicative
coefficients was required, for variables with a wide range of values, such as <inline-formula><mml:math id="M44" display="inline"><mml:mi>d</mml:mi></mml:math></inline-formula>
or <inline-formula><mml:math id="M45" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula>, the functions that approximate the role of the variables in the final
damage figure are more complex. Then, the interpolating functions were
calibrated comparing the damage simulated by the simplified model and the
original model for a sample of 10 000 buildings, whose features (i.e. input
variables values) were partly randomly selected from probability
distributions assumed representative of Northern Italy (Table 2) and partly
set at default values. In particular, the parameters of the probability
distributions were chosen on the basis of data supplied by Istat (the
Italian National Institute of Statistics), the real estate market observatory of the
revenue agency (Agenzia delle Entrate), and some provincial databases that
refer to built environment in the regions Emilia Romagna, Lombardy,
Piemonte, and Veneto.</p>
      <p id="d1e1223">The final result of the process is expressed by Eqs. (2)–(5), which
represent the simple-INSYDE model.

              <disp-formula specific-use="gather" content-type="numbered"><mml:math id="M46" display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E2"><mml:mtd><mml:mtext>2</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mtable columnspacing="1em" class="split" rowspacing="0.2ex" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">basement</mml:mi></mml:msub></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">basem</mml:mi></mml:msub><mml:mo>)</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">du</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>→</mml:mo><mml:mfenced close="" open="{"><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">basem</mml:mi></mml:msub><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0.02</mml:mn><mml:mo>+</mml:mo><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">0.35</mml:mn><mml:msqrt><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">basem</mml:mi></mml:msub></mml:mrow></mml:msqrt></mml:mfrac></mml:mstyle></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">du</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.3</mml:mn><mml:mi>arctan⁡</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">du</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">36</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E3"><mml:mtd><mml:mtext>3</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mtable columnspacing="1em" rowspacing="0.2ex" class="split" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">storey</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi>h</mml:mi><mml:mo>)</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi>A</mml:mi><mml:mo>)</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">LM</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">du</mml:mi><mml:mo>)</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">BS</mml:mi><mml:mo>)</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">FL</mml:mi><mml:mo>)</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi>q</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>→</mml:mo><mml:mfenced close="" open="{"><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi>h</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0.17</mml:mn><mml:mi>h</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">0.02</mml:mn><mml:msup><mml:mi>h</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi>A</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn><mml:mo>+</mml:mo><mml:mstyle displaystyle="false"><mml:mfrac style="text"><mml:mn mathvariant="normal">7</mml:mn><mml:msqrt><mml:mi mathvariant="normal">A</mml:mi></mml:msqrt></mml:mfrac></mml:mstyle><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">LM</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">du</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><?xmltex \hack{\hbox\bgroup\fontsize{8.0}{8.0}\selectfont$\displaystyle}?><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.15</mml:mn><mml:mo>⋅</mml:mo><mml:mi>arctan⁡</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">du</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">36</mml:mn><mml:mo>)</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi mathvariant="normal">if</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi mathvariant="normal">LM</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi mathvariant="normal">low</mml:mi><?xmltex \hack{$\egroup}?></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><?xmltex \hack{\hbox\bgroup\fontsize{8.0}{8.0}\selectfont$\displaystyle}?><mml:mn mathvariant="normal">0.8</mml:mn><mml:mo>+</mml:mo><mml:mn mathvariant="normal">0.2</mml:mn><mml:mo>⋅</mml:mo><mml:mi>arctan⁡</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">du</mml:mi><mml:mo>-</mml:mo><mml:mn mathvariant="normal">36</mml:mn><mml:mo>)</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi mathvariant="normal">if</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi mathvariant="normal">LM</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi mathvariant="normal">high</mml:mi><?xmltex \hack{$\egroup}?></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">BS</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">1.35</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">if</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi mathvariant="normal">BS</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi mathvariant="normal">masonry</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">elsewhere</mml:mi></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="normal">FL</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">1.5</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">if</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi mathvariant="normal">FL</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi mathvariant="normal">high</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">elsewhere</mml:mi></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi>q</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mfenced close="" open="{"><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">1.2</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">if</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi>q</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">presence</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi mathvariant="normal">of</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi mathvariant="normal">pollutants</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">elsewhere</mml:mi></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E4"><mml:mtd><mml:mtext>4</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">floor</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mi>h</mml:mi><mml:mo>,</mml:mo><mml:mi mathvariant="normal">FL</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">0.04</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">if</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi>h</mml:mi><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi mathvariant="normal">and</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi mathvariant="normal">FL</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi mathvariant="normal">high</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">elsewhere</mml:mi></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E5"><mml:mtd><mml:mtext>5</mml:mtext></mml:mtd><mml:mtd><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><mml:mtable class="split" rowspacing="0.2ex" columnspacing="1em" displaystyle="true" columnalign="right left"><mml:mtr><mml:mtd><mml:mrow><mml:msub><mml:mi>d</mml:mi><mml:mi mathvariant="normal">boiler</mml:mi></mml:msub></mml:mrow></mml:mtd><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">basem</mml:mi></mml:msub><mml:mo>,</mml:mo><mml:mi>h</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mfenced open="{" close=""><mml:mtable class="array" columnalign="left"><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">0.015</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">if</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">basem</mml:mi></mml:msub><mml:mo>≠</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi mathvariant="normal">or</mml:mi><mml:mspace width="0.25em" linebreak="nobreak"/><mml:msub><mml:mi>A</mml:mi><mml:mi mathvariant="normal">basem</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi mathvariant="normal">and</mml:mi><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi>h</mml:mi><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">1.6</mml:mn><mml:mspace width="0.125em" linebreak="nobreak"/><mml:mi mathvariant="normal">m</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mi mathvariant="normal">elsewhere</mml:mi></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mfenced></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

          Here the units of measure of the variables are square metres for the area (<inline-formula><mml:math id="M47" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula>),
hours for duration (du), and metres for water depth (<inline-formula><mml:math id="M48" display="inline"><mml:mi>h</mml:mi></mml:math></inline-formula>).</p>
      <p id="d1e1879">The comparison of the simulated damage by the original and the simplified
models, showed a mean relative error equal to 0.24, with a ratio to the mean
absolute damage equal to 1.07. The application of the model INSYDE in real
case studies (Dottori et al., 2016; Molinari and Scorzini, 2017; Amadio et
al., 2019; Molinari et al., 2020) showed good performance of the model, with
a mean ratio between the total damage simulated and the observed damage
equal to 1.26. On the other hand, literature shows that the performance of
flood damage models can be affected by high uncertainty, with relative
errors varying from 20 % to over 1000 % (Scorzini and Frank, 2017;
Thieken et al., 2008). Thus, we consider that the additional error caused by
the use of simple-INSYDE is acceptable and that the estimation of the
overall damage is comparable with that supplied by INSYDE.</p>
</sec>
<?pagebreak page2940?><sec id="Ch1.S3" sec-type="conclusions">
  <label>3</label><title>Discussion</title>
      <p id="d1e1890">This study led to the main objective of developing a new tool for flood
damage estimation to dwellings from the simplification of the model INSYDE.
The new model is based on a sensible number of available input data and
allows investigation of the relation between damage and its explanatory
variables by means of a simple set of functions. For instance, Fig. 1
shows the relative damage computed by simple-INSYDE as a function of water
depth, for the different damage components of the model. The figure
highlights that the storey component gives the biggest contribution to the
damage and it is the only one depending on water level. The other components
are independent of water level and have a lower weight on the final damage
figure; still, they assume a non-negligible role, especially in the case of
shallow waters.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1"><?xmltex \currentcnt{1}?><label>Figure 1</label><caption><p id="d1e1895">Comparison of the simple-INSYDE damage components as functions of
water depth. Damage values in the figure refer to the case of a 100 m<inline-formula><mml:math id="M49" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>
building, with cellar, in reinforced concrete, with high finishing level and
low maintenance level, affected by a flood of 36 h, in absence of
pollution.</p></caption>
        <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/20/2937/2020/nhess-20-2937-2020-f01.png"/>

      </fig>

      <p id="d1e1913">Moreover, the study allowed the deep investigation of the behaviour of the
original model and highlighting of shortcomings that could be further improved upon
in the future. For example, assumptions made in the model on building
configuration, which limit its use to single housing units and not
condominiums, are not directly reported in the paper of Dottori et al. (2016), but it is important for a correct implementation of the model and a
better understanding of estimation errors.</p>
      <p id="d1e1917">The study demonstrates that the use of a simplified model, which is
consistent with the assumption of the original one, can lead to comparable
results and does not considerably decrease the accuracy of the damage forecast.</p>
      <p id="d1e1920">Compared to the original model, the simplified model requires fewer input
variables, facilitating the model implementation, but hampering the control
on the variables that are implicitly considered. For this reason,
simple-INSYDE is less adaptable to contexts different from the calibration
one than INSYDE. In this regard, it is worth recalling that simple-INSYDE is
addressed to evaluate damage in the case of low-velocity floods and built
environments typical of Northern Italy. It is recommended not to use it for
other types of inundation (Kreibich and Dimitrova, 2010) or for other types
of building and/or geographical contexts. In these cases, the derivation of
new interpolating functions from INSYDE, with the process described in this
study, is suggested; to this aim, the original model needs be adapted to the
context of interest, by modifying the default values of the variables and
the unit prices of the building components and then by implementing the
simplification method to obtain new functions with new coefficients.</p>
      <p id="d1e1923">It is worth noting that the method proposed in this study for the derivation
of the model is not limited to INSYDE but can also be repeated and developed
for other multivariable models to obtain alternative, simpler, and more
explicit versions.</p>
</sec>

      
      </body>
    <back><notes notes-type="dataavailability"><title>Data availability</title>

      <p id="d1e1931">Data used to define the probability distributions of model predictors are open and available in the public databases quoted in the paper. Otherwise, data are available from the corresponding author upon request.</p>
  </notes><notes notes-type="authorcontribution"><title>Author contributions</title>

      <p id="d1e1937">MG and FB contributed to the conceptualization and model development. MG elaborated results and wrote<?pagebreak page2941?> the first draft. All authors aided in the interpretation of results and writing of the final version of the paper.</p>
  </notes><notes notes-type="competinginterests"><title>Competing interests</title>

      <p id="d1e1943">The authors declare that they have no conflict of interest.</p>
  </notes><ack><title>Acknowledgements</title><p id="d1e1949">The authors acknowledge with gratitude Anna Rita Scorzini, from the Department
of Civil, Environmental and Architectural Engineering, University of
L'Aquila, for her fruitful suggestions and hints during the development of
the work.</p></ack><notes notes-type="reviewstatement"><title>Review statement</title>

      <p id="d1e1954">This paper was edited by Daniele Giordan and reviewed by three anonymous referees.</p>
  </notes><ref-list>
    <title>References</title>

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<ext-link xlink:href="https://doi.org/10.3390/w9090688" ext-link-type="DOI">10.3390/w9090688</ext-link>, 2017.</mixed-citation></ref>
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Manag., 10, 381–392, <ext-link xlink:href="https://doi.org/10.1111/jfr3.12163" ext-link-type="DOI">10.1111/jfr3.12163</ext-link>, 2017.</mixed-citation></ref>
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  </ref-list></back>
    <!--<article-title-html>Brief Communication: Simple-INSYDE, development of a new tool for flood damage evaluation from an existing synthetic model</article-title-html>
<abstract-html><p>INSYDE is a multivariable, synthetic model for flood damage assessment to
dwellings. The analysis and use of this model highlighted some weaknesses,
linked to its complexity, that can undermine its usability and correct
implementation. This study proposes a simplified version of INSYDE which
maintains its multivariable and synthetic nature but has simpler
mathematical formulations permitting easier use and a direct analysis of
the relation between damage and its explanatory variables.</p></abstract-html>
<ref-html id="bib1.bib1"><label>1</label><mixed-citation>
Amadio, M., Scorzini, A. R., Carisi, F., Essenfelder, A. H., Domeneghetti, A., Mysiak, J., and Castellarin, A.: Testing empirical and synthetic flood damage models: the case of Italy, Nat. Hazards Earth Syst. Sci., 19, 661–678, <a href="https://doi.org/10.5194/nhess-19-661-2019" target="_blank">https://doi.org/10.5194/nhess-19-661-2019</a>, 2019.
</mixed-citation></ref-html>
<ref-html id="bib1.bib2"><label>2</label><mixed-citation>
Dottori, F., Figueiredo, R., Martina, M. L. V., Molinari, D., and Scorzini, A. R.: INSYDE: a synthetic, probabilistic flood damage model based on explicit cost analysis, Nat. Hazards Earth Syst. Sci., 16, 2577–2591, <a href="https://doi.org/10.5194/nhess-16-2577-2016" target="_blank">https://doi.org/10.5194/nhess-16-2577-2016</a>, 2016.

</mixed-citation></ref-html>
<ref-html id="bib1.bib3"><label>3</label><mixed-citation>
Kreibich, H. and Dimitrova, B.: Assessment of damages caused by different flood types, WIT Transactions on Ecology and the Environment, 133, 3–11, <a href="https://doi.org/10.2495/FRIAR100011" target="_blank">https://doi.org/10.2495/FRIAR100011</a>, 2010.
</mixed-citation></ref-html>
<ref-html id="bib1.bib4"><label>4</label><mixed-citation>
Merz, B., Kreibich, H., Schwarze, R., and Thieken, A.: Review article “Assessment of economic flood damage”, Nat. Hazards Earth Syst. Sci., 10, 1697–1724, <a href="https://doi.org/10.5194/nhess-10-1697-2010" target="_blank">https://doi.org/10.5194/nhess-10-1697-2010</a>, 2010.
</mixed-citation></ref-html>
<ref-html id="bib1.bib5"><label>5</label><mixed-citation>
Molinari, D. and Scorzini, A.: On the influence of input data quality to flood
damage estimation: The Performance of the INSYDE Model, Water, 9, 688,
<a href="https://doi.org/10.3390/w9090688" target="_blank">https://doi.org/10.3390/w9090688</a>, 2017.
</mixed-citation></ref-html>
<ref-html id="bib1.bib6"><label>6</label><mixed-citation>
Molinari, D., Scorzini, A. R., Arrighi, C., Carisi, F., Castelli, F., Domeneghetti, A., Gallazzi, A., Galliani, M., Grelot, F., Kellermann, P., Kreibich, H., Mohor, G. S., Mosimann, M., Natho, S., Richert, C., Schroeter, K., Thieken, A. H., Zischg, A. P., and Ballio, F.: Are flood damage models converging to reality? Lessons learnt from a blind test, Nat. Hazards Earth Syst. Sci. Discuss., <a href="https://doi.org/10.5194/nhess-2020-40" target="_blank">https://doi.org/10.5194/nhess-2020-40</a>, in review, 2020.
</mixed-citation></ref-html>
<ref-html id="bib1.bib7"><label>7</label><mixed-citation>
Scorzini, A. R. and Frank, E.: Flood damage curves: new insights from the
2010 flood in Veneto, Italy, J. Flood Risk
Manag., 10, 381–392, <a href="https://doi.org/10.1111/jfr3.12163" target="_blank">https://doi.org/10.1111/jfr3.12163</a>, 2017.
</mixed-citation></ref-html>
<ref-html id="bib1.bib8"><label>8</label><mixed-citation>
Thieken, A. H., Olschewski, A., Kreibich, H., Kobsch, S., and Merz, B.: Development and evaluation of FLEMOps – a new Flood Loss Estimation MOdel for the private sector, WIT Transactions on Ecology and the Environment, 118, 315–324, <a href="https://doi.org/10.2495/FRIAR080301" target="_blank">https://doi.org/10.2495/FRIAR080301</a>, 2008.
</mixed-citation></ref-html>
<ref-html id="bib1.bib9"><label>9</label><mixed-citation>
Wagenaar, D. J., de Bruijn, K. M., Bouwer, L. M., and de Moel, H.: Uncertainty in flood damage estimates and its potential effect on investment decisions, Nat. Hazards Earth Syst. Sci., 16, 1–14, <a href="https://doi.org/10.5194/nhess-16-1-2016" target="_blank">https://doi.org/10.5194/nhess-16-1-2016</a>, 2016.
</mixed-citation></ref-html>--></article>
