Journal of Bridge Engineering: Recent submissions
Now showing items 1261-1280 of 3153
-
Full-Scale Bridge Finite-Element Model Calibration Using Measured Frequency-Response Functions
(American Society of Civil Engineers, 2015) -
Horizontal Rotation via Floatation as an Accelerated Bridge Construction for Long-Span Footbridge Erection: Case Study
(American Society of Civil Engineers, 2015) -
Closure to “Efficient Prestressed Concrete-Steel Composite Girder for Medium-Span Bridges. I: System Description and Design” by Yaohua Deng and George Morcous
(American Society of Civil Engineers, 2015) -
Experimental Evaluation of High-Performance Sliding Surfaces for Bridge Bearings
(American Society of Civil Engineers, 2016) -
Discussion of “Shear Design of RC Bridge Deck Slabs according to Eurocode 2” by Guenter Rombach and Matthias Kohl
(American Society of Civil Engineers, 2015) -
Discussion of “Efficient Prestressed Concrete-Steel Composite Girder for Medium-Span Bridges. I: System Description and Design” by Yaohua Deng and George Morcous
(American Society of Civil Engineers, 2015) -
Closure to “Prestress Loss of a New Vertical Prestressing Anchorage System on Concrete Box-Girder Webs” by Xudong Shao, Rensheng Pan, Hua Zhao, and Zixuan Shao
(American Society of Civil Engineers, 2015) -
Discussion of “Prestress Loss of a New Vertical Prestressing Anchorage System on Concrete Box-Girder Webs” by Xudong Shao, Rensheng Pan, Hua Zhao, and Zixuan Shao
(American Society of Civil Engineers, 2015) -
Experimental Study on the Biaxial Loading Effect on Group Stud Shear Connectors of Steel-Concrete Composite Bridges
(American Society of Civil Engineers, 2015)Clustering stud shear connectors with minimized spacing based on specifications to form group studs are useful for concrete slab prefabrication and prestress installation efficiency in steel-concrete composite bridges. To ... -
Incremental Launching Construction Control of Long Multispan Composite Bridges
(American Society of Civil Engineers, 2015)The low stiffness of steel U-shaped girders during incremental launching construction has led to the development of an innovative incremental launching construction method that addresses the special requirements of long, ... -
Durability Design of the Hong Kong–Zhuhai–Macau Sea-Link Project: Principle and Procedure
(American Society of Civil Engineers, 2015)This paper introduces the durability design of concrete structures in the Hong Kong–Zhuhai–Macau project for a working life of 120 years. The environmental actions are analyzed and the deterioration processes for the ... -
Closure to “Bridge Remaining Strength Prediction Integrated with Bayesian Network and In Situ Load Testing” by Yafei Ma, Lei Wang, Jianren Zhang, Yibing Xiang, and Yongming Liu
(American Society of Civil Engineers, 2015) -
Predicting the Service Life of Sliding Surfaces in Bridge Bearings
(American Society of Civil Engineers, 2016)Bearings are important bridge elements that must be considered when evaluating potential ways to extend overall bridge service life (SL). Many bearing types, including cotton duck pads and high-load multirotational bearings, ... -
Experimental Seismic Performance of a Hybrid Sliding–Rocking Bridge for Various Specimen Configurations and Seismic Loading Conditions
(American Society of Civil Engineers, 2015)This paper presents the major findings of a shake table testing program on a large-scale (1:2.39) novel segmental concrete single-span bridge specimen. Emphasis is given on various specimen configurations and seismic loading ... -
Discussion of “New Method for High-Speed Railway Bridge Dynamic Deflection Measurement” by Xianlong He, Xueshan Yang, and Lizhen Zhao
(American Society of Civil Engineers, 2015) -
Live-Load Effect in Reinforced Concrete Box Culverts under Soil Fill
(American Society of Civil Engineers, 2015)The effects of live load in box culverts may be nearly negligible compared with the effects of dead loads when significant fill is placed above the crown of the culvert. The objective of this study was to determine the ... -
Durability in a Salt Solution of Pultruded Composite Materials Used in Structural Sections for Bridge Deck Applications
(American Society of Civil Engineers, 2016) -
Discussion of “Spatial Embedded Slip Model for Analyzing Time-Relative Coupling Effects of Creep and Prestress on PC Bridges” by Wei-zhen Chen and Cheng Ma
(American Society of Civil Engineers, 2015) -
Distortion-Induced Fatigue Crack Growth
(American Society of Civil Engineers, 2016)