A connection model for the seismic analysis of welded steel moment frames-Reference-Cited by-同舟云学术

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A connection model for the seismic analysis of welded steel moment frames

Published:1998-04 Issue:4-6 Volume:20 Page:390-397
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Gross John L.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference20 articles.

1. Uniform Building Code;ICBO,1994

2. Recommended Lateral Force Requirements and Commentary;SEAOC,1990

3. Cyclic yield reversal in steel building connections;Popov;J. Struct. Div., ASCE,1969

4. Cyclic loading of steel beams and connections;Popov;J. Struct. Div., ASCE,1973

5. Cyclic behavior of large beam-column assemblies;Popov;Earthq. Spectra,1985

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1. Hysteretic model for main to sub beam joints of cable tray;Journal of Building Engineering;2023-08

2. A novel clevis-based beam-column model to investigate the hysteretic characteristics of steel moment connections: Experimental and numerical simulations;Structures;2023-02

3. Seismic Performance of Welded Steel Beam-to-Column Connections with Initial Weld Defects;International Journal of Steel Structures;2022-03-25

4. Extremely Low Cycle Fatigue Failure Behavior of Box-column to I-beam Welded Joints;IOP Conference Series: Earth and Environmental Science;2021-01-01

5. Uncertainty assessment of field weld connections and the related effects on service life of steel buildings;Structure and Infrastructure Engineering;2019-06

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