Evaluating the Continuous Deck Placement Sequence Approach at Steel Bridges Using a Time-Dependent Numerical Analysis-Reference-Cited by-同舟云学术

Evaluating the Continuous Deck Placement Sequence Approach at Steel Bridges Using a Time-Dependent Numerical Analysis

Published:2024-10 Issue:5 Volume:38 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Heymsfield Ernest¹,Murray Cameron D.²,Salah Abdul Aziz³,Benitez-Ortiz Fernando⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Arkansas, Fayetteville, AR 72701 (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Univ. of Arkansas, Fayetteville, AR 72701.

3. Structural Field Engineer, Hilti North America, 7250 Dallas Pkwy., Suite 1000, Plano, TX 75024.

4. Civil Engineer, O&M Consulting Engineering, PSC Metro Office Park Calle 1, Lote #11, Suite 113, Guaynabo 00968, Puerto Rico.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4473

Reference14 articles.

1. AHTD (Arkansas Highway and Transportation Department). 2014. AHTD standard specifications for highway construction. Little Rock, AR: AHTD.

2. Solutions to concrete bridge deck cracking;Babaei K.;ACI Concr. Int.,1997

3. Benitez Ortiz F. R. 2019. “Study of internal strains developed in concrete decks at early ages in steel continuous bridges.” Master’s thesis Dept. of Civil Engineering Univ. of Arkanas.

4. Deng Y. B. Phares and D. Harrington. 2016. “Causes of early cracking in concrete bridge decks.” Accessed March 12 2024. https://cdn-wordpress.webspec.cloud/intrans.iastate.edu/uploads/2019/11/MAPbriefNovember2016.pdf.

5. Creep in Composite Continuous Beams. I: Theoretical Treatment