Proposed design models for the asymmetric friction connection

Author:

Khoo Hsen-Han12,Clifton Charles3,MacRae Gregory4,Zhou Hao5,Ramhormozian Shahab3

Affiliation:

1. KTA (Sarawak) Sdn Bhd; No. 33, Jalan SS 24/8, Taman Megah 47301 Petaling Jaya Selangor Darul Ehsan Malaysia

2. Department of Civil Engineering; Unitec Institute of Technology; Carrington Road, Private Bag 92025 Auckland 1025 New Zealand

3. Department of Civil and Environmental Engineering; The University of Auckland; Private Bag 92019 Auckland 1142 New Zealand

4. Department of Civil and Natural Resources Engineering; University of Canterbury; Private Bag 4800 Christchurch 8140 New Zealand

5. AECOM, AECOM House; PO Box 4241 Shortland St Auckland 1140 New Zealand

Funder

New Zealand Earthquake Commission (EQC)

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference26 articles.

1. Mago N Seal CK Scholz W Clifton C Bauer S Cyclic performance of welded T joints 2001

2. Development of improved welded moment connections for earthquake-resistant design;Ricles;Journal of Constructional Steel Research,2002

3. Connection Performance for Seismic Design of Steel Moment Frames;Roeder;Journal of Structural Engineering,2002

4. Performance evaluation of friction damped braced steel frames under simulated earthquake loads;Filiatrault;Earthquake Spectra,1987

5. Report No. UCB/EERC-94/02;Grigorian,1994

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