Influence Factors on the Load-Carrying Capacity of Bolted Timber Connections with Slotted-In Steel Plates-Reference-Cited by-同舟云学术

Influence Factors on the Load-Carrying Capacity of Bolted Timber Connections with Slotted-In Steel Plates

Published:2023-05 Issue:5 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Cao Jixing¹,Liu Yingyang²,Liu Qiang³,Liu Xiaoyan⁴,Qian Hui⁵

Affiliation:

1. Henan Key Laboratory of Grain and Oil Storage Facility & Safety, Henan Univ. of Technology, Zhengzhou 450001, China; Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China.

2. School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China (corresponding author).

3. School of Civil Engineering and Architecture, Henan Univ. of Technology, Zhengzhou 450001, China.

4. Master, School of Civil Engineering and Architecture, Henan Univ. of Technology, Zhengzhou 450001, China.

5. Professor, School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004731

Reference30 articles.

1. AF&PA and AWC (American Forest & Paper Association and American Wood Council). 2005. ASD/LRFD: NDS, national design specification for wood construction with commentary and supplement, design value for wood construction. Washington, DC: AF&PA and AWC.

2. Load-carrying capacity of steel-to-timber joints with a pretensioned bolt

3. Whole timber construction: A state of the art review

4. A validated lateral response model for mass timber frames with knee-braces

5. Experimental study and analytical model of bolted connections under monotonic loading

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