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RISIn-Service Diagnostics of a Highway Bridge from a Progressive Damage Case Study
Publisher: American Society of Civil Engineers
Abstract: Development of diagnostic and prognostic routines for application to in-service measurements from highway bridges necessitates analysis of experimental measurements from in-service highway bridges under natural or prescribed ...
Assessment of Simplified Linear Dynamic Analysis of a Multispan Skew Bridge on Steel-Reinforced Elastomeric Bearings
Publisher: American Society of Civil Engineers
Abstract: The dynamic response of a three-span reinforced concrete deck on steel girder skew bridge supported by elastomeric bearings is investigated both experimentally and analytically. The case study presents modal parameter ...
Data Set from Ambient Vibration Monitoring and Static Loading of a Steel Stringer Bridge Subject to Imposed Damage for Structural Health Monitoring and Damage Detection
Publisher: American Society of Civil Engineers
Abstract: The development and application of structural health monitoring (SHM) techniques for performance monitoring and structural integrity assessment of highway bridges has received significant attention from both industry ...
Blast Testing of Cold-Formed Steel-Stud Wall Panels
Publisher: American Society of Civil Engineers
Abstract: Cold-formed steel-stud walls have been utilized as an attractive option for blast-resistant design due to the combination of high strength and ductility that enable them to absorb and dissipate blast energy through large ...
Post-Fire Nondestructive Evaluation of a Prestressed Concrete Double-Tee Joist Roof
Publisher: American Society of Civil Engineers
Abstract: Prestressed concrete exhibits resistance to damage induced by fire and associated elevated temperatures, often permitting reuse of structural elements following exposure to accidental fire. However, prudent determination ...
Blast Testing of Cold-Formed Steel-Stud Wall Panels
Publisher: American Society of Civil Engineers
Abstract: Cold-formed steel-stud walls have been utilized as an attractive option for blast-resistant design due to the combination of high strength and ductility that enable them to absorb and dissipate blast energy through large ...
Multivariable Proportional Hazards-Based Probabilistic Model for Bridge Deterioration Forecasting
Publisher: ASCE
Abstract: Duration-based deterioration modeling approaches have been investigated over the past two decades with a view toward utilizing their prognostic capabilities in accurately identifying maintenance needs and improving asset ...
Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: I. Design, Characterization of Blast Pressures, and System-Level Response
Publisher: American Society of Civil Engineers
Abstract: This paper presents the design and measured response of an instrumented 5.49-m×4.88-m single-story cold-formed steel (CFS)-framed building with CFS gabled roof trusses subjected to open-arena blast testing. Although extensive ...
Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: II. Component-Level Response
Publisher: American Society of Civil Engineers
Abstract: This paper presents the measured responses of components—blast wall, shear walls, deep beam and bottom chord bracing, and a roof truss—of an instrumented full-scale cold-formed steel (CFS)-framed building subjected to ...
Structural Identification and Damage Characterization of a Masonry Infill Wall in a Full-Scale Building Subjected to Internal Blast Load
Publisher: American Society of Civil Engineers
Abstract: Structural identification continues to develop an expanding role within performance-based civil engineering by offering a means to construct high-fidelity analytical models of in-service structures calibrated to experimental ...