Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam-Reference-Cited by-同舟云学术

Rotational Behavior of Bolted Beam-to-Column Connections with Locally Cross-Laminated Glulam

Published:2015-04 Issue:4 Volume:141 Page:04014121
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wang Mingqian¹,Song Xiaobin²,Gu Xianglin³,Zhang Yunfan⁴,Luo Lie⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

2. Associate Professor, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).

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

4. Shanghai Vanke Real Estate Co., Ltd., 3568 Qixing Rd., Shanghai 201105, China; formerly, Master Student, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

5. Associate Professor, 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.0001035

Reference17 articles.

1. ASCE. (2013). “Minimum design loads for buildings and other structures.” ASCE standard ASCE /SEI 7-10 ASCE Reston VA.

2. Ductility aspects of reinforced and non-reinforced timber joints

3. Bouchair A. Bocquest J. F. and Racher P. (1996). “Behaviour of moment-resisting connections.” Proc. 1996 Int. Wood Engineering Conf. Vol. 2 Omnipress Madison WI 153–160.

4. Buchanan A. Moss P. and Wong N. (2001). “Ductile moment-resisting connections in glulam beams.” Proc. 2001 NZSEE Conf. New Zealand Society for Earthquake Engineering Wellington New Zealand.

5. Timber Frame Moment Joints with Glued-In Steel Rods. I: Design

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