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6/26/2015 Gravity LoadFrame Deformation Effects on Shear Distribution in Concrete Shear Walls with Openings (ASCE)
http://ascelibrary.org/doi/abs/10.1061/41130%28369%29301 1/2
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Hsiao, J., Puri, V., Tezcan, J., Strauss, D., and Tempinson, D. (2010) Gravity LoadFrame DeformationEffects on Shear Distribution in Concrete Shear Walls with Openings. Structures Congress 2010: pp. 33333343.doi: 10.1061/41130(369)301
Gravity LoadFrame Deformation Effects on ShearDistribution in Concrete Shear Walls withOpeningsAppears in
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Structures Congress 2010Structures Congress 2010Edited by Sivaji Senapathi, P.E.; Kevin Casey, P.E.; and Marc Hoit, Ph.D.
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Structures Congress 2010Orlando, Florida, United StatesMay 1215, 2010
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ISBN (print): 9780784411308Publisher: American Society of Civil Engineers
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6/26/2015 Gravity LoadFrame Deformation Effects on Shear Distribution in Concrete Shear Walls with Openings (ASCE)
http://ascelibrary.org/doi/abs/10.1061/41130%28369%29301 2/2
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Publisher: American Society of Civil EngineersCopyright Year: 2010J. Kent Hsiao1; Vijay Puri2; Jale Tezcan3; Daniel Strauss4; and Donald Tempinson51Department of Civil andEnvironmental Engineering, Southern Illinois University at Carbondale, Carbondale, IL 629016603. Email:[email protected] of Civil and Environmental Engineering, Southern Illinois University atCarbondale, Carbondale, IL 629016603. Email: [email protected] of Civil and EnvironmentalEngineering, Southern Illinois University at Carbondale, Carbondale, IL 629016603. Email:[email protected] student, Department of Civil and Environmental Engineering, SouthernIllinois University at Carbondale, Carbondale, IL 629016603. Email: [email protected] GraduateStudent, Department of Civil and Environmental Engineering, Southern Illinois University at Carbondale,Carbondale, IL 629016603. Email: [email protected]. Kent Hsiao1; Vijay Puri2; Jale Tezcan3; Daniel Strauss4; and Donald Tempinson51Department of Civil andEnvironmental Engineering, Southern Illinois University at Carbondale, Carbondale, IL 629016603. Email:[email protected] of Civil and Environmental Engineering, Southern Illinois University atCarbondale, Carbondale, IL 629016603. Email: [email protected] of Civil and EnvironmentalEngineering, Southern Illinois University at Carbondale, Carbondale, IL 629016603. Email:[email protected] student, Department of Civil and Environmental Engineering, SouthernIllinois University at Carbondale, Carbondale, IL 629016603. Email: [email protected] GraduateStudent, Department of Civil and Environmental Engineering, Southern Illinois University at Carbondale,Carbondale, IL 629016603. Email: [email protected]
Approximate methods neglecting the gravity loadframe deformation effects have been commonly used bystructural engineers to compute the shear stress in shear walls with openings. The approximate methods,which neglected the gravity loadframe deformation effects, however, may cause significant errors incomputing the shears in the exterior piers. Gravity loadframe deformation effects on a rigid frame can bedefined as shear forces produced in the columns caused by the deformation of the frame when the beams ofthe rigid frame are carrying gravity loads. Similarly, gravity loadframe deformation effects on a wall withopenings can be defined as shear forces produced in piers caused by the deformations of lintels and the piersof the wall when the lintels of the wall with openings are carrying gravity loads. In this paper, a commonlyused handcalculated approximate method neglecting the gravity loadframe deformation effects for thecomputation of shear forces in concrete shear walls with openings will be exhibited. The objective of thispaper is to propose a simplified approach that will take the gravity loadframe deformation effects intoconsideration to improve the accuracy in computing the shear distribution in concrete walls with openings.
Permalink: http://dx.doi.org/10.1061/41130(369)301ASCE Subject Headings: Frames, Deformation, Shear walls, Concrete, Openings© 2010 American Society of Civil Engineers
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