seismic behavior and design guidelines for steel frame

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NATIONAL CENTER FOR EARTHQUAKE ENGINEERING RESEARCH ISSN 1088-3800 Seismic Behavior and Design Guidelines for Steel Frame Structures with Added Viscoelastic Dampers by K.C. Chang, M.L. Lai, T.T. Soong, D.S. Hao and Y.C. Yeh Technical Report NCEER-93-0009 May 1, 1993 This research was conducted at the National Taiwan University, The 3M Company, University at Buffalo, National Seoul Polytechnic University and Beijing Polytechnic University and was supported in whole or in part by the National Science Foundation under grant number BCS 90-25010 and the New York State Science and Technology Foundation under Grant No. NEC-91029.

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Page 1: Seismic Behavior and Design Guidelines for Steel Frame

NATIONALCENTER FOREARTHQUAKEENGINEERINGRESEARCH

ISSN 1088-3800

Seismic Behavior and Design Guidelines for Steel Frame Structures with Added

Viscoelastic Dampers

by

K.C. Chang, M.L. Lai, T.T. Soong, D.S. Hao and Y.C. Yeh

Technical Report NCEER-93-0009

May 1, 1993

This research was conducted at the National Taiwan University, The 3M Company, University at Buffalo, National Seoul Polytechnic University and Beijing Polytechnic

University and was supported in whole or in part by the National Science Foundation under grant number BCS 90-25010 and the New York State Science and Technology

Foundation under Grant No. NEC-91029.

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NOTICEThis report was prepared by the National Taiwan University, The 3M Company, Univer-sity at Buffalo, National Seoul Polytechnic University and Beijing Polytechnic University as a result of research sponsored by the National Center for Earthquake Engineering Research (NCEER) through a grant from the National Science Foundation, and other sponsors. Neither NCEER, associates of NCEER, its sponsors, the National Taiwan Uni-versity, The 3M Company, University at Buffalo, National Seoul Polytechnic University and Beijing Polytechnic University nor any person acting on their behalf:

a. makes any warranty, express or implied, with respect to the use of any informa-tion, apparatus, method, or process disclosed in this report or that such use may not infringe upon privately owned rights; or

b. assumes any liabilities of whatsoever kind with respect to the use of, or the damage resulting from the use of, any information, apparatus, method, or process disclosed in this report.

Any opinions, findings, and conclusions or recommendations expressed in this publica-tion are those of the author(s) and do not necessarily reflect the views of NCEER, the National Science Foundation, or other sponsors.

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ISSN 1088-3800

State University of New York at BuffaloRed Jacket QuadrangleBuffalo, New York 14261Telephone: 716/645-3391FAX: 716/645-3399

NATIONALCENTER FOREARTHQUAKEENGINEERINGRESEARCH