Vibration Serviceability Evaluation of a Single Span Steel–Concrete Composite Foot Bridge under Dynamic Pedestrian Loadings Considering Moving Mass Effect-Reference-Cited by-同舟云学术

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Vibration Serviceability Evaluation of a Single Span Steel–Concrete Composite Foot Bridge under Dynamic Pedestrian Loadings Considering Moving Mass Effect

Published:2023-04-30 Issue:2 Volume:36 Page:75-83
ISSN:1229-3059
Container-title:Journal of the Computational Structural Engineering Institute of Korea
language:en
Short-container-title:J. Comput. Struct. Eng. Inst. Korea

Author:

Park Wonsuk^ORCID

Publisher

Computational Structural Engineering Institute of Korea

Subject

Computer Networks and Communications,Hardware and Architecture,Software

Link

http://www.jcoseik.or.kr/articles/pdf/doi/10.7734/COSEIK.2023.36.2.75.pdf

Reference9 articles.

1. A computational framework for finite element modeling of traveling loads on bridges in dynamic regime

2. Measuring and Modeling Dynamic Loads Imposed by Moving Crowds

3. Improved numerical dissipation for time integration algorithms in structural dynamics

4. Evaluation of Contemporary Guidelines for Floor Vibration Serviceability Assessment

5. Moving-load dynamic problems: A tutorial (with a brief overview)

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