Rocking Wall–Frame Structures with Supplemental Tendon Systems-Reference-Cited by-同舟云学术

Rocking Wall–Frame Structures with Supplemental Tendon Systems

Published:2004-06 Issue:6 Volume:130 Page:895-903
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ajrab Jack J.¹,Pekcan Gokhan²,Mander John B.³

Affiliation:

1. Engineer, Totten Sims Hubicki Associates, 240 Terence Mathews Crescent, Ottawa ON, Canada K2M 2C4.

2. Assistant Research Professor, Univ. of Nevada, Reno, MS 258, Reno, NV 89557.

3. Professor, Univ. of Canterbury, Dept. of Civil Engineering, Christchurch 8020, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A6%28895%29

Reference19 articles.

1. Ajrab J. J. (2000). “Rocking wall–frame structures with supplemental damping devices.” MS thesis State Univ. of New York at Buffalo Buffalo N.Y.

2. Earthquake rocking response of rigid bodies.;Aslam M.;J. Struct. Div. ASCE,1980

3. Experimental verification of basic analytical assumptions used in the analysis of structural wall buildings

4. Federal Emergency Management Agency (FEMA). (1997). “NEHRP guidelines for the seismic rehabilitation of buildings.” FEMA 273 (Guidelines) and FEMA 274 (Commentary) Washington D.C.

5. Goodsir W. J. Paulay T. and Carr A. J. (1985). “The design of a coupled frame–wall structure for seismic actions.” Tech. Rep. Department of Civil Engineering Univ. of Canterbury New Zealand.

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