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Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing
Publisher: ASCE
Abstract: The deflection of a bridge under a dominant load, called key deflection is an important parameter that reflects the load-bearing capacity of in-service bridges. The impact vibration test is a good candidate for obtaining ...
Joint Analysis of Structural Flexibility Uncertainty and Deflection Serviceability Limit State Reliability Using the Active Excitation Method
Publisher: American Society of Civil Engineers
Abstract: Flexibility is a key parameter that reflects the service status of an engineering structure, which includes safety and applicability. Rapid structural safety evaluation based on active excitation tests for flexibility has ...
Deck Flexibility Identification of Bridges through a Submode Shape Combination Screening Method without a Reference Point
Publisher: ASCE
Abstract: To achieve a high-efficiency impact test for deck flexibility identification of bridges, a reference-free substructuring test strategy with a two-stage integration method is proposed, which can be adopted to integrate the ...
Deflection Field Identification of Bridges under Goal Load Based on Mode Expansion Method with Sparse Test Points
Publisher: American Society of Civil Engineers
Abstract: A mode expansion method combined with a sparse point impact test strategy that establishes the relationship between the sparse flexibility matrix and the static response field of a bridge under a distributed load is proposed ...
Bridge Flexibility Identification through a Reference-Free Substructuring Integration Method Driven by Mode Fitting
Publisher: ASCE
Abstract: Flexibility plays an important role in bridge load-carrying capacity assessment. The flexibility of bridges has been extracted from the measured data of numerical impact testing and in laboratory experiments. Recently, ...
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