An analytical solution of the maximum response of the coupled multiple parallel modulated pedestrian-bridge system-Reference-Cited by-同舟云学术

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An analytical solution of the maximum response of the coupled multiple parallel modulated pedestrian-bridge system

Published:2023-11 Issue: Volume:57 Page:105160
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Colmenares D.,Andersson A.^ORCID,Karoumi R.^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference78 articles.

1. Technical guide. Footbridges. Assessment of vibrational behaviour of footbridges under pedestrian loading;Sétra,2006

2. Bulletin 32: Guidelines for the design of footbridges,2005

3. Steel, concrete and composite bridges Part 2: Specification for loads (BS 5400-2),1978

4. Bases for design of structures-serviceability of buildings and walkways against vibrations: 10137,2007

5. Eurocode 5: Design of timber structures—Part 2: Bridges,2004

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Modelling Human-Structure Interaction in Pedestrian Bridges Using a Three-Dimensional Biomechanical Approach;Applied Sciences;2024-08-18

2. Evaluation of Vertical Human‐Structure Interaction on a Pedestrian Bridge Using a Predictive Human Gait Model;Structural Control and Health Monitoring;2024-01

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