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contributor authorGregory G. Deierlein
contributor authorHiroshi Noguchi
date accessioned2017-05-08T20:58:57Z
date available2017-05-08T20:58:57Z
date copyrightFebruary 2004
date issued2004
identifier other%28asce%290733-9445%282004%29130%3A2%28361%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34252
description abstractExtensive research over the past 15 years has led to improved models and criteria for seismic design of composite steel–concrete moment frames and their components. Much of this research has been conducted through the U.S.–Japan Cooperative Research Program on Composite and Hybrid Structures. Research on reinforced concrete and steel moment frame structures includes (a) tests and analyses of over 50 composite beam–column connections, (b) tests and analyses of two composite frames, and (c) performance-based seismic design and simulation studies of prototype composite frame buildings. These projects, together with prior research, demonstrate that composite frames can be designed with seismic deformation capacity and toughness comparable to traditional steel or reinforced concrete construction.
publisherAmerican Society of Civil Engineers
titleOverview of U.S.–Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures
typeJournal Paper
journal volume130
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2004)130:2(361)
treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 002
contenttypeFulltext


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