Measuring Behavior of Long-Span Bridges during Erection: Case Study of the Governor Mario M. Cuomo Bridge-Reference-Cited by-同舟云学术

Measuring Behavior of Long-Span Bridges during Erection: Case Study of the Governor Mario M. Cuomo Bridge

Published:2022-12 Issue:12 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Yao¹,Thrall Ashley P.²^ORCID,Zoli Theodore P.³,Sun Shiyao⁴^ORCID

Affiliation:

1. Ph.D. Candidate, Kinetic Structures Laboratory, Dept. of Civil & Environmental Engineering & Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556.

2. Myron and Rosemary Noble Associate Professor, Kinetic Structures Laboratory, Dept. of Civil & Environmental Engineering & Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author). ORCID: .

3. National Bridge Chief Engineer, HNTB Corporation, 57th Floor, Empire State Building, 350 5th Avenue, New York, NY 10118.

4. Graduate Student, Kinetic Structures Laboratory, Dept. of Civil & Environmental Engineering & Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001954

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4. Barton, F. W., T. T. Baber, R. D. Ramsey, and W. T. McKeel, Jr. 1990. “Measured stresses in the deck segments of a cable-stayed bridge, Bridge Evaluation, Repair and Rehabilitation.” In Proc., of the NATO Advanced Research Workshop on Bridge Evaluation, Repair and Rehabilitation, 421–433. London: Kluwer Academic Publishers. 187 NATO ASI Series.

5. Monitoring of the Alamillo Cable-stayed Bridge during construction;Casas J. R.;Exp. Mech.,1998

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