Behaviour of flexible end plate beam-to-column joints-Reference-Cited by-同舟云学术

Behaviour of flexible end plate beam-to-column joints

Published:1990-01 Issue:2 Volume:16 Page:111-134
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Aggarwal A.K.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Tests to determine the rigidity of riveted joints of steel structures;Wilson;Bull. Ill. Engng Exp. Sta.,1917

2. Steel beam to column connections—a review of test data;Nethercot;Construction Industry Research and Information Association Project No. 338, Report,1985

3. Behaviour of welded header plate connections;Sommer,1969

4. Moment rotation characteristics of shear connections;Kennedy;American Institute of Steel Construction Engineering Journal,1969

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1. Investigation of the effect of bolt diameter and end plate thickness change on bolt column-beam connection;STRUCT ENG MECH;2024

2. Study on neutral axis location of common bolts of flush end-plate connections;Results in Engineering;2022-12

3. Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading;Teknik Dergi;2021-11-01

4. Experimental study of end-plate joints with box columns;Journal of Constructional Steel Research;2018-04

5. Moment-rotation curves of ultra-large capacity end-plate joints based on component method;Journal of Constructional Steel Research;2017-01