Calibration of LRFD Mechanical Design for Movable Bridges

Author:

Stawska Sylwia1ORCID,Nowak Andrzej S.2ORCID,Babu Anjan Ramesh3ORCID,Stallings Michael2ORCID,Newman Jeffrey4,Phillips James5ORCID

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849-5337 (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Auburn Univ., 238 Harbert Engineering Center, Auburn, AL 36849-5337. ORCID: .

3. Structural Engineer, PRIME AE Group, Inc., 9100 Arboretum Parkway, Suite 340, Richmond, VA 23236. ORCID: .

4. Director of Mechanical Engineering, MODJESKI and MASTERS, Inc., 100 Sterling Parkway, Suite 302, Mechanicsburg, PA 17050.

5. Principal Associate, Hardesty & Hanover, LLC, 5110 Eisenhower Blvd, Suite 310, Tampa, FL 33634. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. AASHTO. 2007. AASHTO LRFD movable highway bridge design specification. Washington, DC: AASHTO.

2. Critical issues, condition assessment and monitoring of heavy movable structures: emphasis on movable bridges

3. CSA (Canadian Standard Association). 2013. Canadian highway bridge design code. CSA S6-14. Rexdale, ON, Canada: CSA.

4. DIN (Deutsches Institut für Normung). 2012. Hydraulic steel structures. German standard. DIN 19704. Berlin: DIN.

5. FHWA (Federal Highway Administration). 2018. “2018—NBI ASCII files—National bridge inventory—Bridge inspection—Safety—Bridges & structures.” Accessed October 21 2019. https://www.fhwa.gov/bridge/nbi/ascii2016.cfm.

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