Full-Scale Field Failure Tests of Railway Bridge
Author:
Affiliation:
1. Members, ASCE
2. Prof. and Chair, Civ. Engrg. Dept., Univ. of Nevada, Reno, NV 89557.
3. Prof., Civ. Engrg. Dept., Univ. of Nevada, Reno, NV 89557.
4. Grad. Student, Civ. Engrg. Dept., Univ. of Nevada, Reno, NV 89557.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282001%296%3A5%28356%29
Reference15 articles.
1. ASCE Working Committee on Safety of Bridges. ( 1980). “Guide for field testing of bridges.” ASCE New York.
2. Douglas B. M. Drown C. D. and Gordon M. L. ( 1981). “Experimental dynamics of highway bridges.” Proc. 2nd Specialty Conf. on Dyn. Response of Struct.: Experimentation Observation Prediction and Control Atlanta.
3. Static Deformations of Bridges From Quick‐Release Dynamic Experiments
4. Foutch D. A. ( 1976). “Study of vibrational characteristics of two multistory buildings.” Rep. No. EERL 76-03 California Institute of Technology Pasadena Calif.
5. Foutch D. A. Housner G. W. and Jennings P. C. ( 1975). “Dynamic responses of six multistory buildings during San Fernando earthquake.” Rep. No. EERL 75-02 California Institute of Technology Pasadena Calif.
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