Vertical Crowd–Structure Interaction Modeling: Numerical and Experimental Assessment of a Cable-Stayed Footbridge-Reference-Cited by-同舟云学术

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Vertical Crowd–Structure Interaction Modeling: Numerical and Experimental Assessment of a Cable-Stayed Footbridge

Published:2024-04 Issue:4 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Naranjo-Pérez Javier¹^ORCID,Gallegos-Calderón Christian²^ORCID,García-Palacios Jaime H.²^ORCID,Díaz Iván M.²^ORCID

Affiliation:

1. E.T.S. Ingeniería, Universidad de Sevilla, Camino de los Descubrimientos s/n, 41092 Seville, Spain (corresponding author). ORCID: .

2. E.T.S. Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, Calle del Profesor Aranguren 3, 28040 Madrid, Spain. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6388

Reference49 articles.

1. Influence of the random dynamic parameters of the human body on the dynamic characteristics of the coupled system of structure–crowd

2. Assessment of human-structure interaction on a lively lightweight GFRP footbridge

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

4. An equivalent moving force model for consideration of human-structure interaction

5. Experimental Evaluation of Synchronisation in Footbridges due to Crowd Density

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