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contributor authorAndrew Whittaker
contributor authorGary Hart
contributor authorChristopher Rojahn
date accessioned2017-05-08T22:06:49Z
date available2017-05-08T22:06:49Z
date copyrightApril 1999
date issued1999
identifier other28939943.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71610
description abstractThe response modification factor plays a key role in the seismic design of new buildings in the United States. To date, the values assigned to this factor are based on engineering judgment and have little sound technical basis. Any improvement in the reliability of modern earthquake-resistant buildings in the United States will require the systematic evaluation of the building response characteristics that most affect the values assigned to the factor. To this end, a draft formulation that represents the response modification factor as the product of factors related to reserve strength, ductility, and redundancy is presented in the paper. Pertinent data from various analytical and experimental studies on reserve strength and ductility are also presented.
publisherAmerican Society of Civil Engineers
titleSeismic Response Modification Factors
typeJournal Paper
journal volume125
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1999)125:4(438)
treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 004
contenttypeFulltext


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