Soil-Structure Interaction Approach of a Timber-Concrete Composite Pedestrian Bridge-Reference-Cited by-同舟云学术

Soil-Structure Interaction Approach of a Timber-Concrete Composite Pedestrian Bridge

Published:2023-08 Issue:3 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Gamino André Luís¹^ORCID,do Amaral Marcel Almeida²,Santos Ruan Richelly³^ORCID,Menezes Gabriela Vieira⁴^ORCID,Bittencourt Túlio Nogueira⁵,Futai Marcos Massao⁶^ORCID

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Structural and Geotechnical Engineering, School of Engineering, Univ. of Sao Paulo, Prof. Luciano Gualberto, Sao Paulo 380, Brazil (corresponding author). ORCID: .

2. Master’s Candidate, Dept. of Structural and Geotechnical Engineering, School of Engineering, Univ. of Sao Paulo, Prof. Luciano Gualberto, Sao Paulo 380, Brazil.

3. Ph.D. Candidate, Dept. of Structural and Geotechnical Engineering, School of Engineering, Univ. of Sao Paulo, Prof. Luciano Gualberto, Sao Paulo 380, Brazil. ORCID: .

4. Master’s Candidate, Dept. of Structural and Geotechnical Engineering, School of Engineering, Univ. of Sao Paulo, Prof. Luciano Gualberto, Sao Paulo 380, Brazil. ORCID: .

5. Professor, Dept. of Structural and Geotechnical Engineering, School of Engineering, Univ. of Sao Paulo, Prof. Luciano Gualberto, Sao Paulo 380, Brazil.

6. Professor, Dept. of Structural and Geotechnical Engineering, School of Engineering, Univ. of Sao Paulo, Prof. Luciano Gualberto, Sao Paulo 380, Brazil. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1261

Reference22 articles.

1. Experimental validation of moving spring-mass-damper model for human-structure interaction in the presence of vertical vibration

2. Soil-structure interaction: FEM computations

3. Dynamic response of vehicle–bridge–soil system using lumped-parameter models for structure–soil interaction

4. Substructure Method Revisited for Analyzing the Dynamic Interaction of Structures with Embedded Massive Foundations

5. Datta D. J. Coleman and A. H. Varma. 2018. “Comparative analysis of algorithms for interface modelling in non-linear soil structure interaction.” In Proc. 11th U.S. National Conf. on Earthquake Engineering. Oakland CA: Earthquake Engineering Research Institute.