Design of Footbridges against Pedestrian-Induced Vibrations-Reference-Cited by-同舟云学术

Design of Footbridges against Pedestrian-Induced Vibrations

Published:2016-08 Issue:8 Volume:21 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ricciardelli F.¹,Demartino C.²

Affiliation:

1. Dept. of Civil, Construction and Environmental Engineering, Second Univ. of Naples, Via Roma 29, 81031 Aversa (CE), Italy; formerly, Dept. of Informatics, Infrastructures and Sustainable Energy, Univ. of Reggio Calabria, Via Graziella, Feo di Vito, 89122 Reggio Calabria, Italy.

2. Dept. of Structures for Engineering and Architecture, Univ. of Naples Federico II, Via Claudio 21, 80125 Naples, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000825

Reference65 articles.

1. Design criterion for vibrations due to walking;Allen D. E.;AISC Eng. J.,1993

2. Blanchard J. Davies B. L. and Smith J. W. (1977). “Design criteria and analysis for dynamic loading of footbridges.” Proc. Symposium on Dynamic Behaviour of Bridges Transport and Road Research Laboratory Berkshire England 90–106.

3. Biomechanically inspired modelling of pedestrian-induced forces on laterally oscillating structures

Cited by 46 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. Analytical robust design optimization for hybrid design variables: An active-learning methodology based on polynomial chaos Kriging;Reliability Engineering & System Safety;2024-10

2. Long-term solutions of calibrated and generalised Macdonald’s model for pedestrian-induced lateral forces;Journal of Sound and Vibration;2024-09

3. Analytical Investigation of the Effects of Additional Load Mass on the Fundamental Frequency of Pedestrian Beam Bridges;Applied Sciences;2024-08-21

4. Application of bi-directional evolutionary structural optimization to the design of an innovative pedestrian bridge;AI in Civil Engineering;2024-06-11

5. On the Dynamic Assessment of a Cable-Stayed Footbridge: The Iron Bridge;Journal of Physics: Conference Series;2024-06-01