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Bridge parameters and the vehicle forward velocity are taken to be known.
Meanwhile, indirect identification is an attractive concept that recognizes the bridge parameters by the vehicle responses.
Using the generated fragility, case studies were performed to investigate the effects of the certain bridge parameters on seismic vulnerability.
The metamodels developed in this study are applied to a case study bridge to show the variation in demands and fragility as the bridge parameters, free pile length (scour depth), and collision conditions are varied.
An extensive parametric study is conducted to explore the influence of the bridge parameters such as the longitudinal and transverse cable arrangement and the support conditions, in addition to the load modelling, road quality, the wheel size, the transverse road slope and the vehicle position and speed on the response of under-deck cable-stayed bridges.
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Specifically, three short bridges located in California are selected as seed bridges, from which different models are spawned by varying key bridge structural parameters such as column-bent height, symmetry of span arrangement, and abutment skew angle.
While the individual response of the FPS is well understood, the global effectiveness of seismic isolation as a function of varying bridge design parameters has not been adequately quantified.
Characteristics of the interface between each human CNTN and human PTPRG (surface size, residues, hydrogen bonds, salt bridges, energy parameters) were determined using the PISA server (http://www.ebi.ac.uk/msd-srv/prot_int/pistart.html).html
For the design of the girder and bridge, various design parameters were considered.
The reconstructed mean and standard deviation of dynamic force induced in the bridge with identified parameters is shown in Fig. 16.
In generating response samples to mimic measured data, vehicle parameters, bridge roughness profile and vehicle speed, have been taken as known quantities.
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