Probabilistic-Based Safety Evaluation of Maryland Sign Structure System Subjected to Wind Effects-Reference-Cited by-同舟云学术

Probabilistic-Based Safety Evaluation of Maryland Sign Structure System Subjected to Wind Effects

Published:2022-02 Issue:1 Volume:36 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Liu Xinya¹,Fu Chung C.²^ORCID,Ye Yunchao³,Xu Chaoran⁴,Sadeghi-Bajgiran Faramarz⁵

Affiliation:

1. Ph.D. Student and Research Assistant, Bridge Engineering Software and Technology (BEST) Center, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 4116 Technology Ventures Bldg., 5000 College Ave., College Park, MD 20740 (corresponding author).

2. Research Professor and Director, Bridge Engineering Software and Technology (BEST) Center, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 4116 Technology Ventures Bldg., 5000 College Ave., College Park, MD 20740. ORCID: .

3. Research Associate, Bridge Engineering Software and Technology (BEST) Center, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 4116 Technology Ventures Bldg., 5000 College Ave., College Park, MD 20740.

4. Bridge Engineer, PRIME AE Group, Inc., 5521 Research Park Dr., Baltimore, MD 21228.

5. Structural Remedial Engineer, Office of Traffic and Safety Division, State Highway Administration, 7491 Connelley Dr., Hanover, MD 21076.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001686

Reference5 articles.

1. Risk Analysis in Engineering and Economics

2. Hosch I. E. 2009. . “Design of highway overhead cantilever-type sign support structures for fatigue loads.” Ph.D. dissertation Dept. of Civil Construction and Environmental Engineering Univ. of Alabama at Birmingham.

3. Fatigue Strength and Evaluation of Sign Structures, Volume 2: Sign Structure Inspection Manual

4. Paiva F. M. and R. C. Barros. 2013. “Comparisons of a cantilever sign support response subjected to natural wind gusts with and without a TMD.” In Proc. 4th ECCOMAS Thematic Conf. on Computation Methods in Structural Dynamics and Earthquake Engineering (COMPDYN2013). Athens Greece: Scimago.

5. Zu G. 2013. “Calibration of fatigue design wind pressure for sign luminaire and traffic signal support.” M.S. thesis Dept. of Civil and Environmental Engineering Univ. of Western Ontario.