Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Collapse Risk Assessment Approach-Reference-Cited by-同舟云学术

Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Collapse Risk Assessment Approach

Published:2017-10 Issue:10 Volume:143 Page:04017136
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bezabeh M. A.¹,Tesfamariam S.²,Popovski M.³,Goda K.⁴,Stiemer S. F.⁵

Affiliation:

1. Ph.D. Student, School of Engineering, Univ. of British Columbia, 3333 University Way, Kelowna, BC, Canada V1V 1V7.

2. Associate Professor, School of Engineering, Univ. of British Columbia, 3333 University Way, Kelowna, BC, Canada V1V 1V7 (corresponding author).

3. Principal Scientist, FPInnovations, and Adjunct Professor, Univ. of British Columbia, 2665 East Mall, Vancouver, BC, Canada V6T 1W5.

4. Senior Lecture, Dept. of Civil Engineering, Univ. of Bristol, Queen’s Bldg., University Walk, Bristol BS8 1TR, U.K.

5. Emeritus Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver Campus, 6250 Applied Science Lane, Vancouver, BC, Canada V6T 1Z4.

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.0001869

Reference36 articles.

1. Effects of Seismicity Models and New Ground-Motion Prediction Equations on Seismic Hazard Assessment for Four Canadian Cities

2. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis

3. Bezabeh M. (2014). “Lateral behaviour and direct displacement based design of a novel hybrid structure: Cross laminated timber infilled steel moment resisting frames.” M.S. thesis School of Engineering Univ. of British Columbia Kelowna Canada.

4. Direct displacement-based design of a novel hybrid structure: Steel moment-resisting frames with cross-laminated timber infill walls;Bezabeh M. A.;Earthquake Spectra,2016

5. SOFIE project—3D shaking table test on a seven storey full-scale cross-laminated building;Ceccotti A.;Earthquake Eng. Struct. Dyn.,2013

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