Journal of Bridge Engineering: Recent submissions
Now showing items 2981-3000 of 3153
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Effect of Foundation Type and Compliance on Seismic Response of RC Bridges
(American Society of Civil Engineers, 2001)Foundation compliance appears to be one of the key features of the lateral load response of bridges, but it has not been seen so far as a possible solution to the problem of regularizing the response of bridges with piers ... -
Comparison of Static and Dynamic Lateral Stiffnesses of a Driven Pile
(American Society of Civil Engineers, 2001)Accurate modeling of support conditions is important in the analysis of bridges for seismic loading. To address the problem of modeling the soil-structure interface of bridges supported by piles driven in loess in West ... -
Ambient Vibration of Long-Span Cable-Stayed Bridge
(American Society of Civil Engineers, 2001)The investigation of dynamic response for long-span cable-stayed bridges largely depends on a detailed understanding of their dynamic characteristics, such as the natural frequencies, mode shapes, and modal damping ratios. ... -
Behavior of Composite Bridge Decks with Alternative Shear Connectors
(American Society of Civil Engineers, 2001)An experimental study of composite bridge decks with alternative shear connectors has been performed. The alternative shear connector consists of concrete filled holes located in the webs of grid main bars and friction ... -
Response of Prestressed Concrete I-Girder Bridges to Live Load
(American Society of Civil Engineers, 2001)Design and evaluation of prestressed concrete I-girder bridges is in large part dependent on the transverse load distribution characteristics and the dynamic load amplification, as well as service level, live load, and ... -
Monitoring and Analysis of a Bridge with Partially Restrained Bearings
(American Society of Civil Engineers, 2001)This paper reports on the monitoring and analysis of a two-span bridge in which the bearings were partially restrained. In an earlier experimental study, it was shown that the natural frequencies changed in colder weather, ... -
Stability Analysis of Box-Girder Cable-Stayed Bridges
(American Society of Civil Engineers, 2001)The objective of this study is to investigate the stability characteristics of box-girder cable-stayed bridges by three-dimensional finite-element methods. Cable-stayed bridges have many design parameters, because they ... -
Neoprene Bearing Pad Slippage at Louisiana Bridges
(American Society of Civil Engineers, 2001)Elastomeric bearing pads provide a medium to transfer girder loads to the supporting substructure. Low cost and low maintenance, in comparison with mechanical-type bearings, make elastomeric bearing pads attractive to use. ... -
Live Load Distribution in Girder Bridges Subject to Oversized Trucks
(American Society of Civil Engineers, 2001)A significant challenge facing motor carriers and engineers in this nation is the limitation of vehicle size and weight based on pavement and bridge capacity. However, the current demands of society and industry occasionally ... -
Dynamic Tests on Large Cable-Stayed Bridge
(American Society of Civil Engineers, 2001)This paper describes the dynamic tests performed on a large cable-stayed bridge, Vasco da Gama Bridge, on the basis of a nonconventional testing system, comprehending several independent accelerographs conveniently ... -
Performance-Based Design Approach in Seismic Analysis of Bridges
(American Society of Civil Engineers, 2001)The seismic design requirements used in the United States are based on the recommendations of the American Association of State Highway and Transportation Officials. These requirements are primarily based on the importance ... -
Seismic Behavior of Hollow Stiffened Steel Bridge Columns
(American Society of Civil Engineers, 2001)Rectangular columns constructed from steel plates are widely used to support highway bridges in Japan. Columns of this type, designed without special consideration for ductility, sustained damage during the 1995 Hyogo-ken ... -
Response of Timber Bridge to Traffic Loading
(American Society of Civil Engineers, 2001)This paper summarizes results from an analytical and experimental study of the response to traffic loading of a glued-laminated timber bridge. A numerical model to simulate the passage of a vehicle over a bridge was ... -
Reviewers of the <b><i>Journal of Bridge Engineering</i></b>
(American Society of Civil Engineers, 2000) -
Improving Standard Bridges with Attention to Cast-in-Place Substructure
(American Society of Civil Engineers, 2000)This paper focuses on improving the efficiency and aesthetics of standard highway bridges with attention to cast-in-place substructure design. Standard short- and moderate-span bridges are predominantly functional and ... -
Development of Truck Weight Regulations Using Bridge Reliability Model
(American Society of Civil Engineers, 2000)Historically, truck regulations have maintained controls on axle and gross weights with legal load formulas based on limiting allowable stresses in certain types of bridges. These stress limitations do not usually lead to ... -
Erratum
(American Society of Civil Engineers, 2000) -
Closure to “Removal of Diaphragms from Three‐Span Steel Girder Bridge” by J. M. Stallings, T. E. Cousins, and T. E. Stafford
(American Society of Civil Engineers, 2000) -
Effect of Changing Truck Weight Regulations on U.S. Bridge Network
(American Society of Civil Engineers, 2000)Historically, truck weight regulations have maintained controls on axle and gross weights with legal load formulas based on limiting allowable stresses in certain types of bridges. These stress limitations do not usually ... -
Removal of Diaphragms from Three-Span Steel Girder Bridge
(American Society of Civil Engineers, 2000)