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contributor authorKeith D. Hjelmstad
contributor authorEgor P. Popov
date accessioned2017-05-08T20:51:02Z
date available2017-05-08T20:51:02Z
date copyrightFebruary 1984
date issued1984
identifier other%28asce%290733-9445%281984%29110%3A2%28340%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29207
description abstractThe eccentrically braced steel frame provides an efficient structural system for resisting lateral loads caused by wind or seismic activity. In some applications, this versatile system can reduce overall material requirements and result in a frame which is still under moderate loads yet ductile at extreme overloads, an essential feature in seismic design. In this paper, some of the fundamental characteristics of the behavior of eccentrically braced frames are examined by studying some simple examples. The results provide a qualitative assessment of the behavior of the framing system for use in seismically active regions.
publisherAmerican Society of Civil Engineers
titleCharacteristics of Eccentrically Braced Frames
typeJournal Paper
journal volume110
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:2(340)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002
contenttypeFulltext


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