Foundation and Analysis of Multistoried High-Rise-Building
| المصدر: | مجلة جامعة الملكة أروى |
|---|---|
| الناشر: | جامعة الملكة أروى |
| المؤلف الرئيسي: | Shaher, Aref Murshed Abdullah (Author) |
| المجلد/العدد: | ع25 |
| محكمة: | نعم |
| الدولة: |
اليمن |
| التاريخ الميلادي: |
2020
|
| الشهر: | ديسمبر |
| الصفحات: | 200 - 220 |
| ISSN: |
2226-5759 |
| رقم MD: | 1397444 |
| نوع المحتوى: | بحوث ومقالات |
| اللغة: | الإنجليزية |
| قواعد المعلومات: | EduSearch, HumanIndex |
| مواضيع: | |
| كلمات المؤلف المفتاحية: |
High-Rise Building | RCC Building | Equivalent Static Analysis | Foundation | Displacement
|
| رابط المحتوى: |
| المستخلص: |
Analysis and design of buildings for static forces is a routine affair these days because of availability of affordable computers and specialized programs which can be used for the analysis. On the other hand, dynamic analysis is a time consuming process and requires additional input related to mass of the structure, and an understanding of structural dynamics for interpretation of analytical results. Reinforced concrete (RC) frame buildings are most common type of constructions in urban, which are subjected to several types of forces during their lifetime, such as static forces due to dead and live loads and dynamic forces due to the wind and earthquake. Here the present works (problem taken) are on a 35th storied regular building. These buildings have the plan area of 25m x 45m with a storey height 3.6m each and depth of foundation is 2.4 m. & total height of chosen building including depth of foundation is 132 m. This paper describes seismic analysis of high-rise building using program in STAAD Pro. with various conditions of lateral stiffness system. The static and dynamic analysis has done on computer with the help of STAAD-Pro software using the parameters for the design as per the for the zones and the post processing result obtained has summarized. |
|---|---|
| ISSN: |
2226-5759 |
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