A force control high-order single-step-β method (HSM) for substructure pseudo-dynamic testing  

作　　者：陈再现 王焕定 王凤来 周广春 

机构地区：[1]School of Civil Engineering,Harbin Institute of Technology

出　　处：《Journal of Harbin Institute of Technology(New Series)》2010年第6期873-879,共7页哈尔滨工业大学学报（英文版）

基　　金：Sponsored by the National Natural Science Foundation of China(Grant No.50508012)

摘　　要：This paper proposes a new technique which introduces the high-order single-step-β method(HSM)into the experimental study on the substructure pseudo-dynamic testing(SPDT).The technique is based on the proposed concept of equivalent shear stiffness which can meet the requirement of the HSM algorithm.A study is done to theoretically validate the technique by the numerical analysis of two-storey shear building structure,in comparison of the proposed substructure pseudo-dynamic testing algorithm with the central difference method(CDM).Then,a full-scale SPDT model,the three-storey frame-supported reinforced concrete short-limb masonry shear wall structure,is designed and tested to simulate the seismic response of the corresponding six-storey structure and verify the proposed force control HSM technique.Meanwhile,the techniques of both stiffness correction and force control are suggested to control algorithmic error,control error and measurement error.The results indicate that the force control HSM can be used in the full-scale multi-degree-of-freedom(MDOF)substructure pseudo-dynamic testing before descent segment of structure restoring force properties.This paper proposes a new technique which introduces the high-order single-step-β method （HSM） into the experimental study on the substructure pseudo-dynamic testing （SPDT）. The technique is based on the proposed concept of equivalent shear stiffness which can meet the requirement of the HSM algorithm. A study is done to theoretically validate the technique by the numerical analysis of two-storey shear building structure, in comparison of the proposed substructure pseudo-dynamic testing algorithm with the central difference method （CDM）. Then, a full-scale SPDT model, the three-storey frame-supported reinforced concrete short-limb masonry shear wall structure, is designed and tested to simulate the seismic response of the corresponding six-storey structure and verify the proposed force control HSM technique. Meanwhile, the techniques of both stiffness correction and force control are suggested to control algorithmic error, control error and measurement error. The results indicate that the force control HSM can be used in the full-scale multi-degree-of-freedom （MDOF） substructure pseudo-dynamlc testing before descent segment of structure restoring force properties.

关 键 词：high-order single-step-β method(HSM) force control equivalent shear stiffness correction full-scale model 

分 类 号：P315.8[天文地球—地震学] TU317.1[天文地球—固体地球物理学]