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contributor authorBassam A. Izzuddin
date accessioned2022-05-07T20:24:29Z
date available2022-05-07T20:24:29Z
date issued2021-12-17
identifier other(ASCE)ST.1943-541X.0003254.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282388
description abstractThis paper presents concepts and methods developed over the past two decades for the rational and practical robustness design of multistory building structures. The consideration of sudden column loss as an event-independent scenario is examined with reference to typical extreme dynamic events, and a simplified multilevel framework for alternate load path analysis, providing a rational measure of robustness that combines ductility, redundancy, and dynamic effects, is reviewed. Finally, the conceptual basis of a new rational tying force method, recently developed and proposed by the author for the next generation of the Eurocodes, is presented, highlighting its practical application and limitations.
publisherASCE
titleRational Robustness Design of Multistory Building Structures
typeJournal Paper
journal volume148
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0003254
journal fristpage04021279
journal lastpage04021279-10
page10
treeJournal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 003
contenttypeFulltext


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