Seismic Performance of Joint between Timber–Concrete Composite Beams and Steel Column with Innovative Semirigid Connections: Experimental and Numerical Studies under Quasi-Static Cyclic Loading Conditions-Reference-Cited by-同舟云学术

Seismic Performance of Joint between Timber–Concrete Composite Beams and Steel Column with Innovative Semirigid Connections: Experimental and Numerical Studies under Quasi-Static Cyclic Loading Conditions

Published:2023-10 Issue:10 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tao Haotian¹^ORCID,Yang Huifeng²^ORCID,Tang Liqiu³,Shi Benkai⁴

Affiliation:

1. Doctoral Candidate, School of Civil Engineering, Southeast Univ., Nanjing 211189, PR China. ORCID:

2. Professor, College of Civil Engineering, Nanjing Tech Univ., Nanjing 211816, Jiangsu, PR China (corresponding author). ORCID: .

3. Engineer, The IT Electronics Eleventh Design & Research Institute Scientific and Technological Engineering Co., Ltd., 777 Jianzhu West Rd., Binhu District, Wuxi 214071, PR China.

4. Associate Professor, College of Civil Engineering, Nanjing Tech Univ., Nanjing 211816, Jiangsu, PR 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

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12180

Reference46 articles.

1. ABAQUS. 2014. ABAQUS v. 6.14 documentation. Providence, RI: Dassault Systèmes Simulia.

2. Blass H. J. and I. Bejtka. 2004. “Reinforcements perpendicular to the grain using self-tapping screws.” In Proc. 8th World Conf. on Timber Engineering 1001–1006. Berlin: Springer.

3. Structural properties of composite major axis end plate connections

4. Chakrabarty, J. 2005. Theory of plasticity. 3rd ed. Amsterdam, Netherlands: Elsevier.

5. Clark, P., K. Frank, H. Krawinkler, and R. Shaw. 1997. Protocol for fabrication, inspection, testing, and documentation of beam-column connection tests and other experimental specimens. Sacramento, CA: SAC Joint Venture.

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