Experimental Verification of a Substructure-Based Model to Describe Pedestrian–Bridge Interaction

Author:

Gomez Daniel1,Dyke Shirley J.2,Rietdyk Shirley3

Affiliation:

1. Research Assistant, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907; Associate Professor, School of Civil Engineering, Univ. del Valle, Cali, Colombia (corresponding author).

2. Professor, School of Civil and Mechanical Engineering, Purdue Univ., West Lafayette, IN 47907.

3. Professor, Dept. of Health and Kinesiology, Purdue Univ., West Lafayette, IN 47907.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Simple Models of Human Movement

2. Archbold P. Keogh J. Caprani C. C. and Fanning P. (2011). “A parametric study of pedestrian vertical force models for dynamic analysis of footbridges.” Proc. EVACES—Experimental Vibration Analysis for Civil Engineering Structures University of L'Aquila L'Aquila Italy and Politecnico di Milano Milan Italy 35–44.

3. Vibration Problems in Structures

4. Blanchard J. Davies B. L. and Smith J. W. (1977). “Design criteria and analysis for dynamic loading of footbridges.” Proc. DOE and DOT TRRL Symposium on Dynamic Behaviour of Bridges Crowthorne U.K. 90–106.

5. Biomechanically Inspired Modeling of Pedestrian-Induced Vertical Self-Excited Forces

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