<?xml version="1.0" encoding="UTF-8"?>
<record
    xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"
    xsi:schemaLocation="http://www.loc.gov/MARC21/slim http://www.loc.gov/standards/marcxml/schema/MARC21slim.xsd"
    xmlns="http://www.loc.gov/MARC21/slim">

  <leader>02488ntm a2200277 a 4500</leader>
  <controlfield tag="001">vtls000102730</controlfield>
  <controlfield tag="003">KUKTEM</controlfield>
  <controlfield tag="005">20251117113400.0</controlfield>
  <controlfield tag="008">180111s2017    my da  f am   000 0 eng d</controlfield>
  <datafield tag="020" ind1=" " ind2=" ">
    <subfield code="a">THE0000363(Local)</subfield>
  </datafield>
  <datafield tag="039" ind1=" " ind2="9">
    <subfield code="a">201905141737</subfield>
    <subfield code="b">nazirah</subfield>
    <subfield code="y">201801111543</subfield>
    <subfield code="z">saini</subfield>
  </datafield>
  <datafield tag="040" ind1=" " ind2=" ">
    <subfield code="a">UMP</subfield>
  </datafield>
  <datafield tag="090" ind1=" " ind2=" ">
    <subfield code="a">FKASA .D56 2017 r Bc.</subfield>
  </datafield>
  <datafield tag="100" ind1="0" ind2=" ">
    <subfield code="a">Dinie Amni Mahamud</subfield>
  </datafield>
  <datafield tag="245" ind1="1" ind2="0">
    <subfield code="a">Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation /</subfield>
    <subfield code="c">Dinie Amni Mahamud</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
    <subfield code="a">Kuantan, Pahang :</subfield>
    <subfield code="b">UMP,</subfield>
    <subfield code="c">2017</subfield>
  </datafield>
  <datafield tag="300" ind1=" " ind2=" ">
    <subfield code="a">xvi, 66 p. :</subfield>
    <subfield code="b">ill. (some col.), charts ;</subfield>
    <subfield code="c">30 cm. +</subfield>
    <subfield code="e">1 CD-ROM</subfield>
  </datafield>
  <datafield tag="500" ind1=" " ind2=" ">
    <subfield code="a">Faculty of Civil Engineering and Earth Resources</subfield>
  </datafield>
  <datafield tag="502" ind1=" " ind2=" ">
    <subfield code="a">Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang &#x2013; 2017</subfield>
  </datafield>
  <datafield tag="504" ind1=" " ind2=" ">
    <subfield code="a">Bibliography : p. 63-64</subfield>
  </datafield>
  <datafield tag="520" ind1="3" ind2=" ">
    <subfield code="a">Malaysia started to experience earthquake especially in Sabah and Sarawak compared to Peninsular Malaysia. Structures in Malaysia was designed without considering the seismic code of practice. Therefore, a study of earthquake resistance and performance was conducted for steel warehouse when subjected to Acheh and El Centro excitation. SAP2000 software was used to analyze the structure for linear and non-linear analysis. Modal analysis was done to determine the vulnerability of steel warehouse. 12 mode shapes were produced with different frequency and time period. The lower the frequency, the longer its time period to make a complete cycle. Steel warehouse under Acheh and El Centro excitation were compared for their strength and resistance. El Centro excitation is much stronger compared to Acheh, since it produce large acceleration on structural member joint. Based on time history analysis, the structures are analyzed with only the loading of earthquake obtained from Malaysia Meteorological Department. Response spectrum analysis was based on Eurocode 8 which produced much accurate value of acceleration and displacement for structure design purposes. Therefore, the dynamic characteristics of steel warehouse could be studied through these analysis. The vulnerability of structure also defined based on the critical member of steel warehouse.</subfield>
  </datafield>
  <datafield tag="610" ind1="2" ind2="0">
    <subfield code="a">Faculty of Civil Engineering and Earth Resources</subfield>
    <subfield code="x">Dissertations</subfield>
  </datafield>
  <datafield tag="650" ind1=" " ind2="0">
    <subfield code="a">Universities and Colleges</subfield>
    <subfield code="x">Dissertations</subfield>
  </datafield>
  <datafield tag="650" ind1=" " ind2="0">
    <subfield code="a">Theses</subfield>
  </datafield>
  <datafield tag="952" ind1=" " ind2=" ">
    <subfield code="0">0</subfield>
    <subfield code="1">0</subfield>
    <subfield code="4">0</subfield>
    <subfield code="7">1</subfield>
    <subfield code="a">10000</subfield>
    <subfield code="b">10000</subfield>
    <subfield code="d">2019-09-04</subfield>
    <subfield code="l">0</subfield>
    <subfield code="o">FKASA .D56 2017 r Bc.</subfield>
    <subfield code="p">0000120911</subfield>
    <subfield code="r">2019-09-04 00:00:00</subfield>
    <subfield code="t">1</subfield>
    <subfield code="w">2019-09-04</subfield>
    <subfield code="y">PSM</subfield>
  </datafield>
  <datafield tag="952" ind1=" " ind2=" ">
    <subfield code="0">0</subfield>
    <subfield code="1">0</subfield>
    <subfield code="4">0</subfield>
    <subfield code="7">1</subfield>
    <subfield code="a">10000</subfield>
    <subfield code="b">10000</subfield>
    <subfield code="d">2019-09-04</subfield>
    <subfield code="l">0</subfield>
    <subfield code="o">CD 11001 | FKASA .D56 2017 r Bc.</subfield>
    <subfield code="p">0000120912</subfield>
    <subfield code="r">2019-09-04 00:00:00</subfield>
    <subfield code="t">1</subfield>
    <subfield code="w">2019-09-04</subfield>
    <subfield code="y">PSM</subfield>
  </datafield>
  <datafield tag="999" ind1=" " ind2=" ">
    <subfield code="a">VIRTUA40</subfield>
    <subfield code="c">7709</subfield>
    <subfield code="d">7715</subfield>
  </datafield>
  <datafield tag="999" ind1=" " ind2=" ">
    <subfield code="a">VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992</subfield>
  </datafield>
</record>
