Experimental Investigation on Lateral Performance of Timber-Steel Hybrid Shear Wall Systems-Reference-Cited by-同舟云学术

Experimental Investigation on Lateral Performance of Timber-Steel Hybrid Shear Wall Systems

Published:2014-06 Issue:6 Volume:140 Page:04014029
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

He Minjuan¹,Li Zheng²,Lam Frank³,Ma Renle¹,Ma Zhong⁴

Affiliation:

1. Professor, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

2. Graduate Research Assistant, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).

3. Professor, Dept. of Wood Science, Univ. of British Columbia, 2424 Main Mall, Vancouver, BC, Canada V6T 1Z4.

4. Graduate Research Assistant, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

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.0000855

Reference24 articles.

1. Ductile moment-resistant steel–timber connections

2. An experimental study on reinforced concrete partially infilled frames

3. ASTM. (2003). “Standard test method for determining bending yield moment of nails.” ASTM F1575 West Conshohocken PA.

4. ASTM. (2009). “Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings.” ASTM E2126 West Conshohocken PA.

5. Multi-Storey Prestressed Timber Buildings in New Zealand

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