Beyond Ductility: Parametric Testing of a Jointed Rocking Beam-Column Connection Designed for Damage Avoidance-Reference-Cited by-同舟云学术

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Beyond Ductility: Parametric Testing of a Jointed Rocking Beam-Column Connection Designed for Damage Avoidance

Published:2016-08 Issue:8 Volume:142 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rodgers Geoffrey W.¹,Mander John B.²,Chase J. Geoffrey³,Dhakal Rajesh P.⁴

Affiliation:

1. Senior Lecturer, Univ. of Canterbury, Christchurch 8140, New Zealand (corresponding author).

2. Inaugural Zachry Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

3. Distinguished Professor, Dept. of Mechanical Engineering, Univ. of Canterbury, Christchurch 8140, New Zealand.

4. Professor, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch 8140, 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%29ST.1943-541X.0001318

Reference40 articles.

1. Rocking Wall–Frame Structures with Supplemental Tendon Systems

2. Experimental multi-level seismic performance assessment of 3D RC frame designed for damage avoidance

3. A Framework to Quantitatively Assess and Enhance the Seismic Resilience of Communities

4. Exploring the Concept of Seismic Resilience for Acute Care Facilities

5. LMS-based structural health monitoring of a non-linear rocking structure

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