自复位剪力墙弯矩-转角理论分析模型研究

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中图分类号：TU375 文献标志码：A 文章编号：1005-8249（2026）02-0157-07

DOI：10.19860/j.cnki.issn1005-8249.2026.02.024

Research on the Theoretical Analysis Model of Moment Rotation Angle for Self Resetting Shear Walls

WU Pingchuan1，²，WANG Hengbo'，QI Hu

（1. School of Civil Engineering， Hebei University of Engineering，Handan O56O38，China; 2.Hebei Province Prefabricated Structure Technology Innovation Center， Handan O56OOo， China ; 3. Key Laboratory of Building Failure Mechanism and Disaster Prevention， China Earthquake Administration， Institute of Disaster Prevention，Sanhe O652O1，China）

Abstract：Inorder tostudythebending momentcharacteristicsofself-centeringshearwall，thebending moment-rotationangle of shearwalliseducedtheoretically，andtheformulasofbnding momentandrotationangleof presureelief point，yieldpoint， limit point，unloadingpointandenergydisspationcapacityarecalculated.Twoself-centeringshearwalltestmodelswere selected，theobtainedloadandinitialsiffessvalueswerecomparedwiththetestvalues.Theresultsshowthattheiference between the theoretical analysis results and the experimental results is within 21% .The difference between the theoretical analysis and the test results of the yield load is within 12% . The difference between the theoretical analysis results of ultimate load and the test results is within 5% .Theinitial rigid diversityiswithin 24% of each other. On the whole，they coincide well，that proves thetheoreticalanalysismodel isaurate，thisprovidesareferenceforthedesignandtheoreticalresearchof similarprojects.

Key words： self-reset； shear wall； theoretical analysis；skeleton curve；seismic performance

研究与应用

0 引言

传统地震工程以抗震为主，通过开发高强材料、高性能构件、高性能体系抵抗地震对结构的破坏，但这种方式往往伴随着结构或构件的破坏。（剩余7838字）