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contributor authorTomás Zegard
contributor authorWilliam F. Baker
contributor authorArkadiusz Mazurek
contributor authorGlaucio H. Paulino
date accessioned2017-05-08T22:09:38Z
date available2017-05-08T22:09:38Z
date copyrightSeptember 2014
date issued2014
identifier other35808493.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72555
description abstractThis paper describes structural optimization formulations for trusses and applies them to size and geometrically optimize lateral bracing systems. The paper provides analytical solutions for simple and limit cases and uses numerical optimization for cases where analytical solutions are not available. The analysis is based on small displacements, constant or no connection costs, static loads, and elastic behavior. This work provides guidance to improve the common engineering practice of locating the bracing point at the middle or at the top of the bay/story panel.
publisherAmerican Society of Civil Engineers
titleGeometrical Aspects of Lateral Bracing Systems: Where Should the Optimal Bracing Point Be?
typeJournal Paper
journal volume140
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000956
treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009
contenttypeFulltext


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