Seismic performance parameters of fully grouted reinforced masonry squat shear walls
•This paper investigates cyclic response of squat reinforced masonry shear walls.•The force & displacement-based seismic design parameters are evaluated.•Ductility-seismic-force-modification-factor is compared to international codes.•Effective stiffness is computed and compared to US, Canadian,...
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Veröffentlicht in: | Engineering structures 2019-05, Vol.187, p.518-527 |
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description | •This paper investigates cyclic response of squat reinforced masonry shear walls.•The force & displacement-based seismic design parameters are evaluated.•Ductility-seismic-force-modification-factor is compared to international codes.•Effective stiffness is computed and compared to US, Canadian, and European standards.•Equation is validated for estimating stiffness degradation & equivalent viscous damping.
The displacement ductility, ductility-related seismic force modification factor, and the effective elastic stiffness are important force-based seismic design (FBD) parameters for reinforced masonry (RM) shear walls. In addition, stiffness degradation and equivalent viscous damping, are crucial displacement-based seismic design (DBD) parameters. This study analyzes previously reported test results of eight RM shear-dominated fully-grouted rectangular squat walls subjected to cyclic lateral excitations to evaluate the FBD and DBD parameters. The main variables of the tested walls are the level of axial compressive stress, vertical and horizontal reinforcement ratio, anchorage end detail, and the spacing of horizontal and vertical reinforcement. However, all tested walls had the same shear span to depth ratio equal to 1.25. The evaluated FBD parameters are compared to the Canadian, European and American standards. Moreover, based on the analysis, equations for the stiffness degradation of RM shear walls relative to their top drift limit or displacement ductility, are developed and presented for the examined walls. The ductility-related seismic force modification factor is computed on average 2.6, and 3.9, based on equal energy and equal displacement idealization, respectively. The US, and European standards ignore the axial stress effect on wall’s elastic effective stiffness and highly overestimate its value for the tested walls. This study presents, based on the tested walls, a guide design values for squat shear-dominated walls category that can be used in FBD and DBD. |
doi_str_mv | 10.1016/j.engstruct.2019.02.069 |
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The displacement ductility, ductility-related seismic force modification factor, and the effective elastic stiffness are important force-based seismic design (FBD) parameters for reinforced masonry (RM) shear walls. In addition, stiffness degradation and equivalent viscous damping, are crucial displacement-based seismic design (DBD) parameters. This study analyzes previously reported test results of eight RM shear-dominated fully-grouted rectangular squat walls subjected to cyclic lateral excitations to evaluate the FBD and DBD parameters. The main variables of the tested walls are the level of axial compressive stress, vertical and horizontal reinforcement ratio, anchorage end detail, and the spacing of horizontal and vertical reinforcement. However, all tested walls had the same shear span to depth ratio equal to 1.25. The evaluated FBD parameters are compared to the Canadian, European and American standards. Moreover, based on the analysis, equations for the stiffness degradation of RM shear walls relative to their top drift limit or displacement ductility, are developed and presented for the examined walls. The ductility-related seismic force modification factor is computed on average 2.6, and 3.9, based on equal energy and equal displacement idealization, respectively. The US, and European standards ignore the axial stress effect on wall’s elastic effective stiffness and highly overestimate its value for the tested walls. This study presents, based on the tested walls, a guide design values for squat shear-dominated walls category that can be used in FBD and DBD.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2019.02.069</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Axial stress ; Compressive properties ; Degradation ; Design ; Design parameters ; Displacement ; Ductility ; Earthquake dampers ; Equivalent viscous damping ; Masonry ; Reinforced masonry ; Seismic activity ; Seismic design ; Seismic engineering ; Seismic force modification factor ; Seismic performance ; Seismic response ; Shear walls ; Stiffness ; Stiffness degradation ; Viscous damping</subject><ispartof>Engineering structures, 2019-05, Vol.187, p.518-527</ispartof><rights>2019 Elsevier Ltd</rights><rights>Copyright Elsevier BV May 15, 2019</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-eacf40a7b1e248277de46dc7a620b6e5100fc9f713fd5fe3fa644ed42720bb463</citedby><cites>FETCH-LOGICAL-c343t-eacf40a7b1e248277de46dc7a620b6e5100fc9f713fd5fe3fa644ed42720bb463</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.engstruct.2019.02.069$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids></links><search><creatorcontrib>Seif ElDin, Hany M.</creatorcontrib><creatorcontrib>Ashour, Ahmed</creatorcontrib><creatorcontrib>Galal, Khaled</creatorcontrib><title>Seismic performance parameters of fully grouted reinforced masonry squat shear walls</title><title>Engineering structures</title><description>•This paper investigates cyclic response of squat reinforced masonry shear walls.•The force & displacement-based seismic design parameters are evaluated.•Ductility-seismic-force-modification-factor is compared to international codes.•Effective stiffness is computed and compared to US, Canadian, and European standards.•Equation is validated for estimating stiffness degradation & equivalent viscous damping.
The displacement ductility, ductility-related seismic force modification factor, and the effective elastic stiffness are important force-based seismic design (FBD) parameters for reinforced masonry (RM) shear walls. In addition, stiffness degradation and equivalent viscous damping, are crucial displacement-based seismic design (DBD) parameters. This study analyzes previously reported test results of eight RM shear-dominated fully-grouted rectangular squat walls subjected to cyclic lateral excitations to evaluate the FBD and DBD parameters. The main variables of the tested walls are the level of axial compressive stress, vertical and horizontal reinforcement ratio, anchorage end detail, and the spacing of horizontal and vertical reinforcement. However, all tested walls had the same shear span to depth ratio equal to 1.25. The evaluated FBD parameters are compared to the Canadian, European and American standards. Moreover, based on the analysis, equations for the stiffness degradation of RM shear walls relative to their top drift limit or displacement ductility, are developed and presented for the examined walls. The ductility-related seismic force modification factor is computed on average 2.6, and 3.9, based on equal energy and equal displacement idealization, respectively. The US, and European standards ignore the axial stress effect on wall’s elastic effective stiffness and highly overestimate its value for the tested walls. This study presents, based on the tested walls, a guide design values for squat shear-dominated walls category that can be used in FBD and DBD.</description><subject>Axial stress</subject><subject>Compressive properties</subject><subject>Degradation</subject><subject>Design</subject><subject>Design parameters</subject><subject>Displacement</subject><subject>Ductility</subject><subject>Earthquake dampers</subject><subject>Equivalent viscous damping</subject><subject>Masonry</subject><subject>Reinforced masonry</subject><subject>Seismic activity</subject><subject>Seismic design</subject><subject>Seismic engineering</subject><subject>Seismic force modification factor</subject><subject>Seismic performance</subject><subject>Seismic response</subject><subject>Shear walls</subject><subject>Stiffness</subject><subject>Stiffness degradation</subject><subject>Viscous damping</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LAzEQhoMoWKu_wYDnXSfZNNkeS_ELCh6s55BmJ3XLfrSTXaX_3kjFq6cZmOedYR7GbgXkAoS-3-XYbeNAox9yCWKeg8xBz8_YRJSmyEwhi3M2AaFEBnKuL9lVjDsAkGUJE7Z-wzq2ted7pNBT6zqPfO_ItTggRd4HHsamOfIt9eOAFSesuwT61LYu9h0deTyMbuDxAx3xL9c08ZpdBNdEvPmtU_b--LBePmer16eX5WKV-UIVQ4bOBwXObARKVUpjKlS68sZpCRuNMwEQ_DwYUYRqFrAITiuFlZImzTdKF1N2d9q7p_4wYhzsrh-pSyetlALK2UxrmShzojz1MRIGu6e6dXS0AuyPQruzfwrtj0IL0iaFKbk4JTE98Vkj2ehrTIaqmjCxVV__u-MbN3KAxA</recordid><startdate>20190515</startdate><enddate>20190515</enddate><creator>Seif ElDin, Hany M.</creator><creator>Ashour, Ahmed</creator><creator>Galal, Khaled</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7ST</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>SOI</scope></search><sort><creationdate>20190515</creationdate><title>Seismic performance parameters of fully grouted reinforced masonry squat shear walls</title><author>Seif ElDin, Hany M. ; Ashour, Ahmed ; Galal, Khaled</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-eacf40a7b1e248277de46dc7a620b6e5100fc9f713fd5fe3fa644ed42720bb463</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Axial stress</topic><topic>Compressive properties</topic><topic>Degradation</topic><topic>Design</topic><topic>Design parameters</topic><topic>Displacement</topic><topic>Ductility</topic><topic>Earthquake dampers</topic><topic>Equivalent viscous damping</topic><topic>Masonry</topic><topic>Reinforced masonry</topic><topic>Seismic activity</topic><topic>Seismic design</topic><topic>Seismic engineering</topic><topic>Seismic force modification factor</topic><topic>Seismic performance</topic><topic>Seismic response</topic><topic>Shear walls</topic><topic>Stiffness</topic><topic>Stiffness degradation</topic><topic>Viscous damping</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Seif ElDin, Hany M.</creatorcontrib><creatorcontrib>Ashour, Ahmed</creatorcontrib><creatorcontrib>Galal, Khaled</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Environment Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Seif ElDin, Hany M.</au><au>Ashour, Ahmed</au><au>Galal, Khaled</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Seismic performance parameters of fully grouted reinforced masonry squat shear walls</atitle><jtitle>Engineering structures</jtitle><date>2019-05-15</date><risdate>2019</risdate><volume>187</volume><spage>518</spage><epage>527</epage><pages>518-527</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>•This paper investigates cyclic response of squat reinforced masonry shear walls.•The force & displacement-based seismic design parameters are evaluated.•Ductility-seismic-force-modification-factor is compared to international codes.•Effective stiffness is computed and compared to US, Canadian, and European standards.•Equation is validated for estimating stiffness degradation & equivalent viscous damping.
The displacement ductility, ductility-related seismic force modification factor, and the effective elastic stiffness are important force-based seismic design (FBD) parameters for reinforced masonry (RM) shear walls. In addition, stiffness degradation and equivalent viscous damping, are crucial displacement-based seismic design (DBD) parameters. This study analyzes previously reported test results of eight RM shear-dominated fully-grouted rectangular squat walls subjected to cyclic lateral excitations to evaluate the FBD and DBD parameters. The main variables of the tested walls are the level of axial compressive stress, vertical and horizontal reinforcement ratio, anchorage end detail, and the spacing of horizontal and vertical reinforcement. However, all tested walls had the same shear span to depth ratio equal to 1.25. The evaluated FBD parameters are compared to the Canadian, European and American standards. Moreover, based on the analysis, equations for the stiffness degradation of RM shear walls relative to their top drift limit or displacement ductility, are developed and presented for the examined walls. The ductility-related seismic force modification factor is computed on average 2.6, and 3.9, based on equal energy and equal displacement idealization, respectively. The US, and European standards ignore the axial stress effect on wall’s elastic effective stiffness and highly overestimate its value for the tested walls. This study presents, based on the tested walls, a guide design values for squat shear-dominated walls category that can be used in FBD and DBD.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2019.02.069</doi><tpages>10</tpages></addata></record> |
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subjects | Axial stress Compressive properties Degradation Design Design parameters Displacement Ductility Earthquake dampers Equivalent viscous damping Masonry Reinforced masonry Seismic activity Seismic design Seismic engineering Seismic force modification factor Seismic performance Seismic response Shear walls Stiffness Stiffness degradation Viscous damping |
title | Seismic performance parameters of fully grouted reinforced masonry squat shear walls |
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