Performance Evaluation of an Extradosed Cable-Stayed Bridge with Corrugated Web based on Machine Learning Algorithms
Author:
Affiliation:
1. China Railway Construction Investment Group Co. LTD Shaanxi Company, China
2. College of Water Resources and Architectural Engineering, Northwest A&F University, China
3. CCCC First Highway Consultants Ltd., China
Funder
Northwest A&F University
Department of Transport of Shaanxi Province
Publisher
ACM
Link
https://dl.acm.org/doi/pdf/10.1145/3590003.3590050
Reference18 articles.
1. FUJINO, Y. and KAWAI, Y., 2016. Technical developments in structural engineering with emphasis on steel bridges in Japan. Journal of JSCE, 4(1) , pp. 211 - 226 . FUJINO, Y. and KAWAI, Y., 2016. Technical developments in structural engineering with emphasis on steel bridges in Japan. Journal of JSCE, 4(1), pp.211-226.
2. Structural health monitoring methods of cables in cable-stayed bridge: A review
3. Structural Performance and Cost Analysis of Multi-span Extradosed Cable-Stayed Bridge
4. Experimental study on cyclic behavior of composite beam with corrugated steel web considering different shear-span ratio
5. Orcesi A. Cremona C. and Ta B. 2018. Optimization of design and life-cycle management for steel–concrete composite bridges. Structural Engineering International 28(2) pp.185-195. Orcesi A. Cremona C. and Ta B. 2018. Optimization of design and life-cycle management for steel–concrete composite bridges. Structural Engineering International 28(2) pp.185-195.
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1. Transverse bending mechanism of partially encased joint with perfobond connectors in composite bridge with corrugated steel webs;Structures;2024-03
2. Live Load Structural Index study on Small and Medium Span Steel‐Concrete Composite Bridges;ce/papers;2023-09
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