An E cient Seismic Analysis Procedure for Torsionally Coupled Multistory Buildings In - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: eBooks (https://forum.civilea.com/forum-63.html) +--- Forum: Journals, Papers and Presentations (https://forum.civilea.com/forum-74.html) +--- Thread: An E cient Seismic Analysis Procedure for Torsionally Coupled Multistory Buildings In (/thread-44685.html) |
An E cient Seismic Analysis Procedure for Torsionally Coupled Multistory Buildings In - TAFATNEB - 09-14-2013 An E cient Seismic Analysis Procedure for Torsionally Coupled Multistory Buildings Including Soil-Structure Interaction Author: Erkan C ELEB _ I ; A. Necmettin G ¨ UND ¨ UZ | Size: 0.42 MB | Format: PDF | Quality: Unspecified | Publisher: _ Istanbul Technical University, Department of Civil Engineering _ Istanbul-TURKEY | Year: 2004 | pages: 15
In this paper, a simpli ed methodology of analysis for the seismic response of 3-dimensional irregular high-rise buildings on a rigid footing resting on the surface of a linear elastic half-space is formulated. An e cient method using modal decomposition and carried out in the frequency domain by using the fast Fourier transform to obtain the structural response of torsionally asymmetric buildings, including soilstructure interaction e ects, is presented. Applying this algorithm, full advantage is taken of classical normal mode approximation, and the interaction problem is solved easily and e ectively within the framework of the Fourier-transformed frequency domain analysis for a xed-base structure. The matrix formulation of this method produces accurate approximation with less computational e ort, in spite of using the frequency dependent impedance functions. Code: *************************************** |