CLT–Steel Hybrid System: Ductility and Overstrength Values Based on Static Pushover Analysis-Reference-Cited by-同舟云学术

CLT–Steel Hybrid System: Ductility and Overstrength Values Based on Static Pushover Analysis

Published:2014-12 Issue:6 Volume:28 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Dickof C.¹,Stiemer S. F.²,Bezabeh M. A.³,Tesfamariam S.⁴

Affiliation:

1. M.A.Sc. Student, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Ln., Vancouver, BC, Canada V6T 1Z4.

2. Professor, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Ln., Vancouver, BC, Canada V6T 1Z4.

3. M.A.Sc. Student, School of Engineering, Univ. of British Columbia, 3333 University Way, Kelowna, BC, Canada V1V 1V7.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000614

Reference28 articles.

1. Applied Technology Council (ATC). (2009). “Quantification of building seismic performance factors.” ATC-63/FEMA P–695 Project Rep. Redwood City CA.

2. ASCE. (2006). “Seismic rehabilitation of existing buildings.” ASCE 41–06 Reston VA.

3. Connection System of Massive Timber Elements Used in Horizontal Slabs of Hybrid Tall Buildings

4. Baba N. and Nishimura Y. (2000). “Seismic behavior of RC column-s beammoment frames.” Proc. 12th World Conf. of Earthquake Engineering (WCEE) Technical Programme and Handbook BC Canada.

5. Baba N. and Nishimura Y. (2004). “Elastic -plastic behavior of reinforced concrete column-steel beam joints under bi-directional loading.” 13th World Conf. on Earthquake Engineering (WCEE) Technical Programme and Handbook BC Canada.

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