On the Nonlinear Transient Analysis of Planar Steel Frames with Semi-Rigid Connections: From Fundamentals to Algorithms and Numerical Studies-Reference-Cited by-同舟云学术

On the Nonlinear Transient Analysis of Planar Steel Frames with Semi-Rigid Connections: From Fundamentals to Algorithms and Numerical Studies

Published:2018-05-03 Issue:3 Volume:15 Page:
ISSN:1679-7825
Container-title:Latin American Journal of Solids and Structures
language:
Short-container-title:Lat. Am. j. solids struct.

Author:

Silva Andréa R. D.¹,Batelo Everton A. P.¹,Silveira Ricardo A. M.¹,Neves Francisco A.¹,Gonçalves Paulo B.²

Affiliation:

1. Universidade Federal de Ouro Preto, Brasil

2. Pontifícia Universidade Católica do Rio de Janeiro, Brasil

Publisher

FapUNIFESP (SciELO)

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering

Link

http://www.scielo.br/pdf/lajss/v15n3/1679-7825-lajss-15-3-e28.pdf

Reference64 articles.

1. Project and Execution of Steel Buildings Structures,2008

2. Energy dissipation characteristics of semi-rigid connections;Abolmaali A.;Journal of Constructional Steel Research,2009

3. Hysteresis behavior of semi-rigid double web angle steel connections;Abolmaali A.;Journal of Constructional Steel Research,2003

4. Behavior of type 2 steel frames;Ackroyd M.H.;Journal of the Structural Engineering,1982

5. Specification for Structural Steel Buildings,2010

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