Structural dynamic analysis of tall building under wind load

• المؤلف الرئيسي: Goh, Key Seng.
• مؤلفون آخرون: Teng Susanto
• التنسيق: Final Year Project
• اللغة: English
• منشور في: 2009
• الموضوعات: DRNTU::Engineering::Civil engineering::Structures and design
• الوصول للمادة أونلاين: http://hdl.handle.net/10356/15881
• المؤسسة: Nanyang Technological University

An equation to estimate the torsional acceleration of a tall building under wind load was derived and proposed by G.L Greig in 1980. However, the accuracy of the equation was to be determined. The Orchard Turn Tower was modelled in ETABS to obtain the mode shapes and the corresponding frequencies. F...