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Seismic Assessment of Medium-Span Concrete Cable-Stayed Bridges Using the Component and System Fragility Functions
Publisher: American Society of Civil Engineers
Abstract: Many studies have been conducted to investigate the seismic fragility of regular girder bridges, whereas only a few studies have focused on irregular cable-stayed bridges. In this study, the performance of a medium-span ...
Intelligent Methods for Pipeline Operation and Integrity
Publisher: ASCE
Abstract: As an important part of the energy transportation system, oil and gas pipelines are developing toward intelligence and digitalization. Vigorously developing and constructing pipeline networks based on intelligent methods ...
Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads
Publisher: American Society of Civil Engineers
Abstract: Traditional sacrificial concrete retaining blocks (CRBs) play a significant role in reducing the excessive transverse displacements of bridge superstructures and protecting the substructures from severe damage during seismic ...
Optimum Combination of Bridge and Deck Systems for Superspan Cable-Stayed Bridges
Publisher: American Society of Civil Engineers
Abstract: The huge axial force in the main girder challenges the design of superspan cable-stayed bridges. To reduce the self-weight of the girder, the conventional orthotropic steel deck (OSD) system is widely adopted due to its ...
Time-Dependent Behavior of Concrete-Filled Steel Tubular Arch Bridge
Publisher: American Society of Civil Engineers
Abstract: This paper develops a simplified method using a summation procedure and a related computer program to calculate the time-dependent behavior of a concrete filled steel tubular (CFST) arch bridge based on the geometric ...
Flexural Behavior of a Fully Prefabricated Lightweight UHPC Bent Cap
Publisher: ASCE
Abstract: A novel lightweight prestressed ultrahigh-performance concrete (UHPC) bent cap is proposed, consisting of a large cantilevered thin-walled box girder weighing approximately 40% less than normal concrete bent caps. The ...
Design and Experimental Study of a Harp-Shaped Single Span Cable-Stayed Bridge
Publisher: American Society of Civil Engineers
Abstract: This paper presents issues in the design concept, analysis, and test results of a harp-shaped single span cable-stayed bridge, Hongshan Bridge, located in Changsha, Hunan Province, China. The bridge has a 206 m span, with ...
Stringless Portland Cement Concrete Paving
Publisher: American Society of Civil Engineers
Abstract: This paper describes results from a study evaluating stringless paving using a combination of global positioning and laser technologies. A concrete paver manufacturer and a machine guidance solution provider developed this ...