Assessment of alternative methods for calculation of seismic separation distance in comparison to the Egyptian code / Ahmed Ali Abdelfattah Mohamed ; Supervised Walid Abdellatif Attia , Manar Mohamed Maher Hussein
Material type: TextLanguage: English Publication details: Cairo : Ahmed Ali Abdelfattah Mohamed , 2015Description: 155 P. : plans ; 30cmOther title:- تقييم الطرق البديلة المتاحة لحساب الفاصل الزلزالى بين المباني المتجاورة و مقارنتها بالكود المصرى [Added title page title]
- Issued also as CD
Item type | Current library | Home library | Call number | Copy number | Status | Date due | Barcode | |
---|---|---|---|---|---|---|---|---|
Thesis | قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Ah.A (Browse shelf(Opens below)) | Not for loan | 01010110068241000 | |||
CD - Rom | مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Ah.A (Browse shelf(Opens below)) | 68241.CD | Not for loan | 01020110068241000 |
Browsing المكتبة المركزبة الجديدة - جامعة القاهرة shelves Close shelf browser (Hides shelf browser)
No cover image available | No cover image available | No cover image available | No cover image available | No cover image available | No cover image available | No cover image available | ||
Cai01.13.05.M.Sc.2015.Ah.A Assessment goce models in Egypt / | Cai01.13.05.M.Sc.2015.Ah.A Assessment goce models in Egypt / | Cai01.13.05.M.Sc.2015.Ah.A Assessment of alternative methods for calculation of seismic separation distance in comparison to the Egyptian code / | Cai01.13.05.M.Sc.2015.Ah.A Assessment of alternative methods for calculation of seismic separation distance in comparison to the Egyptian code / | Cai01.13.05.M.Sc.2015.Ah.B Behavior of concrete-encased cold-formed steel columns / | Cai01.13.05.M.Sc.2015.Ah.B Behavior of concrete-encased cold-formed steel columns / | Cai01.13.05.M.Sc.2015.Ah.C Critical buckling stress of castellated web plates under linearly varying uniaxial compression / |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
Lateral deformations during earthquakes leads seismic codes to require that adjacent buildings should be separated by a minimum distance to avoid pounding. In this study, the Egyptian code formula for seismic gap calculation was investigated. Several case studies of adjacent buildings with different heights and periods of vibrations were used to check the consistency in results. First, non - linear analysis was performed to calculate the inelastic displacements of buildings; the results were used to evaluate the relation between elastic and inelastic displacements due to the ductility of resisting elements. Then, different criteria were used to calculate the minimum separation distance and results were compared to the Egyptian code. Last, a verification analysis was conducted to guarantee that no pounding occurred. Results obtained showed that the code overestimated the seismic gap, especially when adjacent buildings had close values for the periods of vibrations
Issued also as CD
There are no comments on this title.