Damage Avoidance Design Steel Beam-Column Moment Connection Using High-Force-to-Volume Dissipators-Reference-Cited by-同舟云学术

Damage Avoidance Design Steel Beam-Column Moment Connection Using High-Force-to-Volume Dissipators

Published:2009-11 Issue:11 Volume:135 Page:1390-1397
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mander Thomas J.¹²³⁴⁵,Rodgers Geoffrey W.¹²³⁴⁵,Chase J. Geoffrey¹²³⁴⁵,Mander John B.¹²³⁴⁵,MacRae Gregory A.¹²³⁴⁵,Dhakal Rajesh P.¹²³⁴⁵

Affiliation:

1. Graduate Assistant Researcher, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

2. Ph.D. Candidate, Dept. of Mechanical Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand (corresponding author). E-mail: geoffrey.rodgers@canterbury.ac.nz

3. Professor, Dept. of Mechanical Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand. E-mail: geoff.chase@canterbury.ac.nz

4. Zachry Professor of Design and Construction Integration, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843. E-mail: jmander@civil.tamu.edu

5. Associate Professor, Dept. of Civil Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand. E-mail: gregory.macrae@canterbury.ac.nz

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%29ST.1943-541X.0000065

Reference18 articles.

1. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames

2. Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation

3. Improvements to lead-extrusion damper technology;Cousins W. J.;New Zealand Nat. Soc. Earthquake Eng. Bull,1993

4. Experimental Studies of Full-Scale Posttensioned Steel Connections

5. Behavior and Design of Posttensioned Steel Frame Systems

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