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contributor authorSaeid Mojiri
contributor authorWael W. El-Dakhakhni
contributor authorMichael J. Tait
date accessioned2017-05-08T22:28:51Z
date available2017-05-08T22:28:51Z
date copyrightFebruary 2015
date issued2015
identifier other46303674.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81301
description abstractThere is a need to develop a reinforced masonry (RM) seismic performance database (SPD) of experimental results in order to facilitate adoption of RM seismic force-resisting systems (SFRS) in the next generation of performance-based seismic design (PBSD) codes. As a contribution to this SPD, and within a larger ongoing research program, this paper reports on recent shake table tests performed on lightly reinforced masonry shear walls. The test walls covered a range of design parameters to facilitate benchmarking, further performance investigation, and calibration of numerical models as well as future development of fragility curves within the context of PBSD. The design parameters of the walls were selected to meet the requirements of the lightly reinforced
publisherAmerican Society of Civil Engineers
titleShake Table Seismic Performance Assessment of Lightly Reinforced Concrete Block Shear Walls
typeJournal Paper
journal volume141
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001034
treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
contenttypeFulltext


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