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Wind loads assessment for steel lattice towers with different codes / Mohamed Saied Mohamed Ismail ; Supervised Walid Abdelltif Attia

By: Contributor(s): Material type: TextLanguage: English Publication details: Cairo : Mohamed Saied Mohamed Ismail , 2016Description: 194 P. : charts , facsimiles ; 30cmOther title:
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The thesis describes a comparison of wind load calculations on lattice tower with eleven different load standards all over the world. Steel lattice tower of height 40 m assume to be located at rural area with open terrain. The design wind speed and other wind properties as per different standards were calculated. The comparison of different coefficients and loads were prescribed, and a comparative study of wind load effect with different standers on the design of sections. Then a comparative study of the design of sections with different building standards on a constant wind load was done, and comments on the difference are given
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Item type Current library Home library Call number Copy number Status Barcode
Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Mo.W (Browse shelf(Opens below)) Not for loan 01010110070883000
CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Mo.W (Browse shelf(Opens below)) 70883.CD Not for loan 01020110070883000

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

The thesis describes a comparison of wind load calculations on lattice tower with eleven different load standards all over the world. Steel lattice tower of height 40 m assume to be located at rural area with open terrain. The design wind speed and other wind properties as per different standards were calculated. The comparison of different coefficients and loads were prescribed, and a comparative study of wind load effect with different standers on the design of sections. Then a comparative study of the design of sections with different building standards on a constant wind load was done, and comments on the difference are given

Issued also as CD

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