Extending of the merchant-rankine formula for the assessment of the ultimate load of frames with semi-rigid joints-Reference-Cited by-同舟云学术

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Extending of the merchant-rankine formula for the assessment of the ultimate load of frames with semi-rigid joints

Published:1988-01 Issue:4 Volume:11 Page:283-312
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Jaspart Jean-Pierre

Publisher

Elsevier BV

Subject

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

Reference17 articles.

1. Calcul plastique des constructions—Vol. 1;Massonnet,1972

2. Effective lengths of columns in multi-storey buildings—Part 3;Wood;The Structural Engineer,1974

3. Moment-rotation curves for bolted connections;Yee;Journal of Structural Engineering, ASCE,1986

4. Samenvatting van het onderzoek op geboute balkkolom verbindingen.;Zoetemeijer,1983

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1. Behavior of simple precast high-strength concrete beams connected in the maximum bending moment zone using steel extended endplate connections;STEEL COMPOS STRUCT;2024

2. Collapse of Externally Pressurized Steel–Composite Hybrid Cylinders: Analytical Solution and Experimental Verification;Metals;2022-09-24

3. Fabrication and finite element analysis of two wheeler connecting rod using reinforced aluminum matrix composites Al7068 and Si3N4;Materials Today: Proceedings;2021

4. Evaluation of Buckling in Prestressed Composite Truss Girder using ADINA Structure Analysis;Transactions of the Korean Society of Mechanical Engineers A;2013-11-01

5. Review on the modelling of joint behaviour in steel frames;Journal of Constructional Steel Research;2011-05

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