Finite-Element Modeling of the Nonlinear Behavior of Bolted T-Stub Connections-Reference-Cited by-同舟云学术

Finite-Element Modeling of the Nonlinear Behavior of Bolted T-Stub Connections

Published:2006-06 Issue:6 Volume:132 Page:918-928
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Girão Coelho Ana M.¹²³,Simões da Silva Luís¹²³,Bijlaard Frans S. K.¹²³

Affiliation:

1. Research Assistant, Civil Engineering Dept., Polytechnic Institute of Coimbra, Rua Pedro Nunes, 3030-199 Coimbra, Portugal.

2. Professor, Civil Engineering Dept., Univ. of Coimbra, Polo II, Pinhal de Marrocos, 3030-290 Coimbra, Portugal (corresponding author).

3. Professor, Steel and Timber Structures, Faculty of Civil Engineering, Delft Univ. of Technology, P.O. Box 5048, 2600 GA Delft, The Netherlands.

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%290733-9445%282006%29132%3A6%28918%29

Reference24 articles.

1. American Institute of Steel Construction (AISC). (2005). “Single unified structural steel code for steel buildings.” Chicago (in preparation).

2. Procedure for design and analysis of hanger-type connections;Astaneh A.;Eng. J.,1985

3. Benchmarks for finite element modelling of bolted steel connections

4. European Committee for Standardization (CEN). (2003). “Eurocode 3: prEN 1993-1-8: 20xx Part 1.8: Design of joints.” Eurocode 3: Design of steel structures Stage 49 Brussels Belgium.

5. Gebbeken N. Wanzek T. and Petersen C. (1997). “Semi-rigid connections T-stub model-Report on experimental investigations.” Rep. No. 97/2 Institut für Mechanik und Static Univ. des Bundeswehr München Munich Germany.

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