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Range of applicability of real mode superposition approximation method for seismic response calculation of non-classically damped industrial buildings

Range of applicability of real mode superposition approximation method for seismic response calculation of non-classically damped industrial buildings

作     者:Li Xiaodong Sun Hongyang Ji Xiaodong Sanjukta Chakraborty Wang Lijun Li Xiaodong;Sun Hongyang;Ji Xiaodong;Sanjukta Chakraborty;Wang Lijun

作者机构:Department of Civil EngineeringKey Laboratory of Civil Engineering Safety and Durability of China Education MinistryTsinghua UniversityBeijing 100084China Central Research Institute of Building and Construction Co.LtdBeijing 100088China Department of Civil EngineeringIndian Institute of Technology PalakkadKerala 678557India Huachengboyuan Engineering Technology GroupBeijing 100052China 

出 版 物:《Earthquake Engineering and Engineering Vibration》 (地震工程与工程振动(英文刊))

年 卷 期:2022年第21卷第2期

页      面:475-488页

核心收录:

学科分类:08[工学] 081402[工学-结构工程] 081304[工学-建筑技术科学] 0813[工学-建筑学] 0814[工学-土木工程] 

基  金:Fund of China National Industrial Building Diagnosis and Reconstruction Engineering Technology Research Center under Grant No.YZA2017Ky03 the Beijing Natural Science Foundation under Grant No.JQ18029 the National Natural Science Foundation of China under Grant No.52078277 

主  题:non-classical damping structure-equipment interaction real mode superposition approximation method complex mode superposition method seismic response calculation 

摘      要:An industrial building is a non-classically damped system due to the different damping properties of the primary structure and *** objective of this paper is to quantify the range of applicability of the real model superposition approximation method to the seismic response calculation of industrial *** analysis using lumped mass-and-shear spring models indicates that for the equipment-to-structure frequency ratiosγf1.1 orγf***,extensive parametric analyses are conducted,where both steel structures and reinforced concrete structures with equipment with various damping ratios are ***,the finite element analysis of a five-story industrial building is adopted to validate the proposed range of applicability.

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