Optimum position of outrigger system for high-rise reinforced concrete buildings under lateral loads / Mohamed Essam Mohamed Sayed ; Supervised Walid A. Attia , Kamal Ghamry Metwally
Material type: TextLanguage: English Publication details: Cairo : Mohamed Essam Mohamed Sayed , 2015Description: 88 P. : charts , facsimiles ; 30cmOther title:- الوضع المثالى لأنظمة أذرع الارتكاز للمبانى الخرسانية المسلحة العالية تحت تأثير الأحمال الجانبية [Added title page title]
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Thesis | قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Mo.O (Browse shelf(Opens below)) | Not for loan | 01010110066739000 | |||
CD - Rom | مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Mo.O (Browse shelf(Opens below)) | 66739.CD | Not for loan | 01020110066739000 |
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Cai01.13.05.M.Sc.2015.Mo.N Nile delta flooding due to sea level rise / | Cai01.13.05.M.Sc.2015.Mo.N Nile delta flooding due to sea level rise / | Cai01.13.05.M.Sc.2015.Mo.O Optimum position of outrigger system for high-rise reinforced concrete buildings under lateral loads / | Cai01.13.05.M.Sc.2015.Mo.O Optimum position of outrigger system for high-rise reinforced concrete buildings under lateral loads / | Cai01.13.05.M.Sc.2015.Mo.P Performance of reactive powder concrete / | Cai01.13.05.M.Sc.2015.Mo.P Performance of reactive powder concrete / | Cai01.13.05.M.Sc.2015.Mo.Q Quantity and quality management of groundwater resources in Siwa Oasis / |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
In this research we study the behavior of outrigger in braced tall building structures. Also, we take into account the flexibility of the outriggers. Results are developed for the top drift and the optimum location of the outriggers for minimum top drift. A characteristic non-dimensional parameter is developed that takes into account the core, columns and outrigger effective inertia. Graphs are plotted as functions of the characteristic parameter, which allow the determination of the optimum outrigger levels for minimum drift. The study is based on the assumption of a uniform structure and triangularly distributed loading due to earthquake and wind loading for multy story buildings 30 floors by 3 methods: equivalent static method, response spectra method and time history method. Also the response spectra method for 40 floor and 50 floor respectively. In two cases, case one outrigger structural only and outrigger structural with belt truss for case two
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