MODELING OF SQUAT SHEARWALLS CONTROLLED BY SHEAR
Reinforced concrete squat walls are common in low-rise construction and as wall segments formed by window and door openings in perimeter walls. Existing approaches used to model the lateral force versus deformation responses of walls, typically assume uncoupled axial/flexural and shear responses. A more comprehensive modeling approach, which incorporates flexure-shear interaction, is implemented, validated, and improved upon using test results. The experimental program consisted of reversed cyclic lateral load testing of three-quarter scale, heavily-instrumented, wall segments dominated by shear behavior. Model results indicate that variation in the assumed transverse normal stress or strain distribution produces important response variations. Use of the average experimentally recorded transverse normal strain data, or a calibrated analytical expression for the horizontal strain, resulted in better predictions of shear strength and lateral load-displacement behavior, as did incorporating a rotational spring at wall ends to model extension of longitudinal rebar within the pedestals.
shear strength squat wall spandrel pier reinforced concrete experiment
Leonardo M. Massone Kutay Orakcal John W. Wallace
Assistant Professor, Department of Civil Engineering, University of Chile, Santiago, Chile Assistant Professor, Department of Civil Engineering, Bogazi?i University, Istanbul, Turkey Professor, Department of Civil & Envr. Engr., University of California, Los Angeles, California, USA
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）