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原文传递 Lateral Load Behavior of C-PSW/CFs Using Steel Members as Boundary Elements

题名：	Lateral Load Behavior of C-PSW/CFs Using Steel Members as Boundary Elements
正文语种：	eng
作者：	Soheil Shafaei;Amit Varma;Devin Huber;Ron Klemencic
作者单位：	Purdue Univ.;Purdue Univ.;American Institute of Steel Construction (AISC);Magnusson Klemencic Associates (MKA)
关键词：	Composite plate shear walls/concrete-filled (C-PSW/CFs);SpeedCore system;Experimental study;Seismic design;Cyclic response of C-PSW/CF;Finite element modeling;Fiber-based modeling
摘要：	Abstract Composite plate shear walls/concrete-filled (C-PSW/CFs), also known as SpeedCore systems, are a relatively new structural member in American codes and standards. Prior research has focused primarily on C-PSW/CF walls with either flange/closure plates or filled composite members as boundary elements. Walls without boundary elements have also been studied, but they are no longer permitted by the American Institute of Steel Construction (AISC 341-22). The reason is that composite walls without boundary elements do not provide adequate ductility for seismic design. This paper presents the results of experimental and numerical studies conducted to evaluate the cyclic lateral load behavior of C-PSW/CFs using hot-rolled structural steel members as boundary elements. The steel web plates of the C-PSW/CF specimens were connected to each other using threaded tie bars with double nut connections. Composite interaction between the steel and concrete infill was achieved using the tie bars and additional shear studs welded to the boundary elements. The composite walls were embedded and anchored to reinforced concrete foundation blocks using welded deformed bar anchors. The experimental investigations focused on the cyclic lateral load-drift responses including test observations and limit states, moment-rotation response of the plastic hinge and the section moment-curvature relationship, overall lateral stiffness, strength, and displacement ductility. The experimental results show that the specimens exceeded their nominal flexural capacities calculated using the plastic stress distribution method or fiber-based section modeling using measured material properties. The specimens had plastic hinge rotation capacity greater than 0.028 rad. and displacement ductility ratio greater than 5.2. Detailed 3D nonlinear inelastic finite element models and simpler fiber-based macro models of the tested specimens were developed and benchmarked using experimental results. The detailed 3D finite element models can reasonably simulate the global and local behavior of the specimens, and are recommended for conducting further parametric studies of composite wall design details. Simpler fiber-based macro models can efficiently simulate the cyclic lateral load behavior of the specimens, and are recommended for modeling C-PSW/CFs while simulating the behavior of multi-story building structures.
出版年：	2023
期刊名称：	Journal of structural engineering
卷：	149
期：	9
页码：	04023112.1-04023112.18