Continuum Method and Effect Analysis of Energy Dissipation System for High-Rise Shear-Wall Structure

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In this paper, the continuum method is applied in the energy dissipation systems for high-rise shear-wall structure of double-limb in order to set up the differential equations of the limbs and the method about solving the equations according to mode superposition principle of linear system is discussed. The fundamental natural period of a example is calculated by self-compiled program with visual Fortran language and currency program SAP2000 in order to check the applicability, reliability and effect of the continuum method to the energy dissipation system for high-rise shear-wall structure.

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170-174

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April 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ministry of Construction: Code for Aseismic Design of Buildings GB50011-2001(Trans China Architecture & Building Publications, China 2001).

Google Scholar

[2] Liu Wenfeng, New Development and Technology on Structural Control (Part 1), World Earthquake Engineering, Vol. 13 (3) (1997), pp.19-26.

Google Scholar

[3] Liu Wenfeng, New Development and Technology on Structural Control (Part 2). World Earthquake Engineering, Vol. 13 (4) (1997), pp.7-11.

Google Scholar

[4] Zhou Xiyuan, Yan Weiming, Base Isolation, Energy Dissipation and Vibration Control of Building Structures, Journal of Building Structures, Vol. 23 (2) (2002), pp.2-12.

Google Scholar

[5] Gao Liyan, Continuum method and effect analysis of high-rise structure with energy dissipation devices, Master thesis (2003), p.16.

Google Scholar

[6] Zhao Xianglong, Fortran 90 Tutorial (Trans Beijing University Publications, China 2002).

Google Scholar

[7] Liu Wenfeng, Optimization of Shear Wall Structure with Energy Dissipation Devices, Engineering Mechanics, Vol. 22 (3) (2005), pp.97-10.

Google Scholar