Analysis of composite bridges with intermediate diaphragms & assessment of design guidelines-Reference-Cited by-同舟云学术

Analysis of composite bridges with intermediate diaphragms & assessment of design guidelines

Published:2020-07 Issue: Volume:234 Page:106252
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Tsiptsis Ioannis N.,Sapountzaki Olga E.

Funder

Alexander von Humboldt Foundation

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference48 articles.

1. Thin Walled Elastic Beams;Vlasov,1961

2. Warping torsion of curved box girders of non-deformable cross-section;Dabrowski;Der Stahlbau,1965

3. Curved Thin-Walled Girders Theory and Analysis;Dabrowski,1968

4. Generalized warping and distortional analysis of curved beams with isogeometric methods;Tsiptsis;Comput Struct,2017

5. Higher order beam theories and isogeometric methods in the analysis of curved bridges - assessment of diaphragms’ guidelines;Tsiptsis;Int J Bridge Eng,2017

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Reinforcement of Insufficient Transverse Connectivity in Prestressed Concrete Box Girder Bridges Using Concrete-Filled Steel Tube Trusses and Diaphragms: A Comparative Study;Buildings;2024-08-09

2. Investigation on mechanical performance of prestressed concrete box‐girder bridge strengthened using composite trusses with different shapes;Structural Concrete;2024-02-16

3. A multi-scale model-order reduction strategy for vibration analysis of coupled structures with local inhomogeneities;Computers & Structures;2024-01

4. Study on the Mechanical Performance of the Xiuzhen River Bridge Strengthened Using K-brace Composite Trusses;KSCE Journal of Civil Engineering;2023-11-28

5. Experimental verification of a beam element for thin-walled beams with torsion, distortion, and shear lag;Engineering Structures;2022-06