Semirigid Bolted Endplate Moment Connections: Review and Experimental-Based Assessment of Available Predictive Models-Reference-Cited by-同舟云学术

Semirigid Bolted Endplate Moment Connections: Review and Experimental-Based Assessment of Available Predictive Models

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ding Zizhou¹,Elkady Ahmed²^ORCID

Affiliation:

1. Doctoral Student, Dept. of Civil, Maritime and Environmental Engineering, Univ. of Southampton, Burgess Rd., Boldrewood Campus, Southampton SO17 7QF, UK.

2. Lecturer in Structural Engineering, Dept. of Civil, Maritime and Environmental Engineering, Univ. of Southampton, Burgess Rd., Boldrewood Campus, Southampton SO17 7QF, UK (corresponding author). ORCID: .

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-11797

Reference92 articles.

1. Expanded database of semi-rigid steel connections

2. Development of moment–rotation model equations for flush end-plate connections

3. Comparative tests on endplate beam-to-column connections

4. Al-Aasam H. 2013. “Modern engineering design: Analytical and numerical modelling of semi-rigid connections.” Ph.D. thesis School of Mechanical Aerospace and Civil Engineering Univ. of Manchester.

5. Finite Element Prediction of End Plate Bolted Connection Behavior. II: Analytic Formulation

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