Empirical Model of the Moment-Rotation Curve of Beam-to-Beam Bolted Flush Endplate Connections-Reference-Cited by-同舟云学术

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Empirical Model of the Moment-Rotation Curve of Beam-to-Beam Bolted Flush Endplate Connections

Published:2013-01 Issue:1 Volume:139 Page:66-72
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mohamadi-Shooreh M. R.¹,Mofid M.²,McCabe S. L.³

Affiliation:

1. Assistant Professor, Civil Engineering Dept., Islamic Azad Univ., Clalous Branch, P.O. Box 14155-3963, Chalous, Iran (corresponding author).

2. Professor, Civil Engineering Dept., Sharif Univ. of Technology, Tehran, Iran.

3. Professor Emeritus, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, Lawrence, KS 66045.

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.0000597

Reference27 articles.

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

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

3. Moment–rotation–temperature curves for semi-rigid joints

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

5. Column webs in steel beam-to-column connexions part I—Formulation and verification

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1. On the beam-to-beam eccentric end plate connections: A numerical study;Thin-Walled Structures;2023-07

2. Semi-Rigid connections in steel structures: State-of-the-Art report on modelling, analysis and design;STEEL COMPOS STRUCT;2022

3. Effect of biaxial bending moment on the behavior of steel extended end-plate connection;Engineering Structures;2021-07

4. Research on Mechanical Performance of the Connection of Fabricated Primary and Secondary Steel Beam;IOP Conference Series: Earth and Environmental Science;2021-02-01

5. Analytical model of moment-rotation relation for steel beam to CFST column connections with bidirectional bolts;Engineering Structures;2019-10

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