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The linear and nonlinear behavior of mid-rise combined concrete buildings under the influence of lateral loads / Mohammed Ishaq Shah Mahmood Khan ; Supervised Hany Abdalla , Khaled Elkashif

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohammed Ishaq Shah Mahmood Khan , 2019Description: 134 P. : charts , facsimiles ; 30cmOther title:
  • السلوك الخطى واللاخطى للمبانى الخرسانية المشتركة متوسطة الارتفاع تحت تأثير الاحمال الجانبية [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Estimating of time vibration is an essential step in the design of earthquake loads, the current codes of the design contains equations to calculate the time period, which depends on height of structure and the building material , so this thesis study the behavior of the building and the time period for mid-rise combined buildings which contains shear walls and frames using Etabs 16.2.1 to perform eigenvalue analysis , with the consideration of the following : height of structure, length to width ratio, vertical element size , load increment ratio by to ways linear and nonlinear. Comparison has been done between code formulas and programme results, depend on these results an analytical relation has done to suggest equations for estimating time period, these equations will allow design engineers the ability to estimate time period value accurately and quickly
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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.2019.Mo.L (Browse shelf(Opens below)) Not for loan 01010110080705000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2019.Mo.L (Browse shelf(Opens below)) 80705.CD Not for loan 01020110080705000

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

Estimating of time vibration is an essential step in the design of earthquake loads, the current codes of the design contains equations to calculate the time period, which depends on height of structure and the building material , so this thesis study the behavior of the building and the time period for mid-rise combined buildings which contains shear walls and frames using Etabs 16.2.1 to perform eigenvalue analysis , with the consideration of the following : height of structure, length to width ratio, vertical element size , load increment ratio by to ways linear and nonlinear. Comparison has been done between code formulas and programme results, depend on these results an analytical relation has done to suggest equations for estimating time period, these equations will allow design engineers the ability to estimate time period value accurately and quickly

Issued also as CD

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