Comparison of Seismic Experiments on Traditional Chinese Wood Structures and Light Wood-Framed Structures-Reference-Cited by-同舟云学术

Comparison of Seismic Experiments on Traditional Chinese Wood Structures and Light Wood-Framed Structures

Published:2013-11 Issue:11 Volume:139 Page:2038-2043
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wang Haidong¹,Scanlon Andrew²,Shang Shouping³,He Fanglong³

Affiliation:

1. Associate Professor, College of Civil Engineering, Key Laboratory of Building Safety and Energy Efficiency of Ministry of Education, Hunan Univ., Changsha Hunan 410082, China (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802.

3. Professor, College of Civil Engineering, Hunan Univ., Changsha Hunan 410082, 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.0000766

Reference28 articles.

1. China Ministry of Construction. (2010). “Code for seismic design of building.” GB50011–GB52010 Beijing.

2. Incremental dynamic analysis of woodframe buildings

3. Traditional wooden buildings and their damages during earthquakes in Turkey

4. Fragility Assessment of Light-Frame Wood Construction Subjected to Wind and Earthquake Hazards

5. FEMA. (2003). “NEHRP recommended seismic provisions for new buildings and other structures.” FEMA-450 Washington DC.

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