Optimizing Double Launching Noses for Incrementally Launched Equal-Span Continuous Girder Bridges
Author:
Affiliation:
1. College of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou, 730070 Gansu, China (corresponding author). ORCID: .
2. College of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou, 730070 Gansu, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001746
Reference24 articles.
1. Numerical Validation of the Incremental Launching Method of a Steel Bridge Through a Small-Scale Experimental Study
2. Chai, H., and Y. M. Song. 2017. “Mechanical analysis for incremental launching construction of long-span continuous steel truss bridge.” In Mechanics and architectural design, edited by S. H. Zhang, and P. S. Wei, 181–188. Singapore: World Scientific Publishing.
3. A construction technique of incremental launching for a continuous steel truss girder bridge with suspension cable stiffening chords;Ding S. H.;Struct. Eng. Int.,2020
4. Improved Optimization Formulations for Launching Nose of Incrementally Launched Prestressed Concrete Bridges
5. Simultaneous cross section and launching nose optimization of incrementally launched bridges;Fontan A. N.;J. Bridge Eng.,2014
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