Experimental investigation into stressing state characteristics of large-curvature continuous steel box-girder bridge model
Authors:
- Jun ShiJSJun Shi
- Weitao LiWLWeitao Li
- Kaikai ZhengKZKaikai Zheng
- Kangkang YangKYKangkang Yang
- Guangchun ZhouGZGuangchun Zhou
- 1 July 2018
- journal article
- research article
- Published by Elsevier in Construction and Building Materials
- Vol. 178, 574-583
Abstract
No abstract availableKeywords
This publication has 14 references indexed in Scilit:
- Strengthening double curved arch bridges by using extrados section augmentation methodConstruction and Building Materials, 2013
- A Method to Determine Main Direction of a Curved Bridge’s Mode ShapeJournal of Highway and Transportation Research and Development (English Edition), 2011
- Impact Factors for Curved Continuous Composite Multiple-Box Girder BridgesJournal of Bridge Engineering, 2007
- Inelastic Analysis and Behavior of Steel I-Beams Curved in PlanJournal of Structural Engineering, 2000
- Buckling Analysis of Curved Beams by Finite-Element DiscretizationJournal of Engineering Mechanics, 1996
- In-Plane Inelastic Buckling and Strengths of Steel ArchesJournal of Structural Engineering, 1996
- Experimental Study on Steel Beams Curved in PlanJournal of Structural Engineering, 1995
- Equations of Curved BeamsJournal of Engineering Mechanics, 1989
- Techniques of trend analysis for monthly water quality dataWater Resources Research, 1982
- Nonparametric Tests Against TrendEconometrica, 1945