Simplified Analytical Nonlinear Model for Contact Problem between Precast Concrete Beams and Elastomeric Bearing Pads-Reference-Cited by-同舟云学术

Simplified Analytical Nonlinear Model for Contact Problem between Precast Concrete Beams and Elastomeric Bearing Pads

Published:2020-11 Issue:11 Volume:146 Page:04020251
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Krahl Pablo Augusto¹^ORCID,Vidigal de Lima Maria Cristina²^ORCID,Siqueira Gustavo Henrique³^ORCID

Affiliation:

1. Faculty of Civil Engineering, Architecture and Urbanism, Univ. of Campinas, CEP, Campinas, SP 13083-852, Brazil (corresponding author). ORCID: .

2. Professor, Faculty of Civil Engineering, Federal Univ. of Uberlandia, Av. Joao Naves de Avila, 2121 Bloco 1Y, Uberlandia, MG 38400-902, Brazil. ORCID: .

3. Professor, Faculty of Civil Engineering, Architecture and Urbanism, Univ. of Campinas, CEP, Campinas, SP 13083-852, Brazil. ORCID: .

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%29ST.1943-541X.0002822

Reference17 articles.

1. A Review of Constitutive Models for Rubber-Like Materials

2. Collapse of a precast concrete beam for a light roof. Importance of elastomeric bearing pads in the element’s stability

3. Lateral instability of long-span prestressed concrete beams on flexible bearings;Burgoyne C. J.;Struct. Eng.,2001

4. Incremental dynamic analysis with multi-modes for seismic performance evaluation of RC bridges

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