STUDY ON TALL BUILDING STRUCTURE ANALYSIS

2005 ◽  
Author(s):  
HUAFENG LIU ◽  
NING ZHAO
1998 ◽  
Vol 66 (2-3) ◽  
pp. 225-240 ◽  
Author(s):  
Marie-José Nollet ◽  
Bryan Stafford Smith

Author(s):  
Agung Sedayu

The Cordoba Mosque Spain is proof of the glory of Islam in the field of architecture and building construction. This mosque is supported by thousands of funicular that support reliable structural stability and construction. The arrangement of natural stone that complements the arch with a simple system that can make this mosque survive until now. This research is to find out the funicular structure of the Spanish Cordoba Mosque. The method is a structural modeling assisted by SAP 2000 non linear structure analysis program. The results showed that the weight of the stone that formed the curve made it work in place. Beside that, the level of stone curvature durability has supported the durability of the building structure material. Configuration and funicular dimensions also support the rigidity against horizontal, vertical and moment loads. Funiculars with each other connect and encourage building effects produce prestress in the all mosque building.


2010 ◽  
Vol 163-167 ◽  
pp. 4286-4289
Author(s):  
Wen Bo Bao ◽  
Yu Yong Hu ◽  
Yang Cui

Wind is an important and complex load and an important basis in the structural analysis and the design of high-rise structure. Based on Davenport wind spectrum, multi-dimensional fluctuating wind and random wind load of tall building structure are simulated by using harmonic wave superposition method. To investigate the coupling effect of wind loads, wind-structure system is solved with Wilson-θ step-by-step numerical integration method, and the wind load of Tall building structure subjected to fluid-structure interaction. Turbulence intensity and its variation are presented in this paper.


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