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Effect of stairs on seismic performance of reinforced concrete building / Reem Nady AboSerie Elnady ; Supervised Mohamed Ahmed Naiem Abdelmooty

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Reem Nady AboSerie Elnady , 2016Description: 126 P. : charts , facsimiles ; 30cmOther title:
  • تأثير السلالم على التصرف الزلزالى للمبانى الخرسانية [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Staircase elements in buildings are usually designed for gravity loads only while their contribution in resisting seismic loads is neglected. However, stairs increase the overall stiffness of structures and may attract considerable seismic forces leading to their damage and failure and thus losing their important role in life loss prevention during and after earthquakes. This thesis studies and evaluates the influence of stairs in seismic performance of multi-story building structures according to Egyptian code of practice. Response spectrum and equivalent static load methods are used for the analysis. Buildings are modelled as a three dimensional finite element model using SAP2000 program. The building response behavior is considered linear elastic. The design parameters considered in this thesis includes stair location and orientation, slab structural system, building height
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Re.E (Browse shelf(Opens below)) Not for loan 01010110072547000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Re.E (Browse shelf(Opens below)) 72547.CD Not for loan 01020110072547000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

Staircase elements in buildings are usually designed for gravity loads only while their contribution in resisting seismic loads is neglected. However, stairs increase the overall stiffness of structures and may attract considerable seismic forces leading to their damage and failure and thus losing their important role in life loss prevention during and after earthquakes. This thesis studies and evaluates the influence of stairs in seismic performance of multi-story building structures according to Egyptian code of practice. Response spectrum and equivalent static load methods are used for the analysis. Buildings are modelled as a three dimensional finite element model using SAP2000 program. The building response behavior is considered linear elastic. The design parameters considered in this thesis includes stair location and orientation, slab structural system, building height

Issued also as CD

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