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Earthquake-Induced Dynamic Response of Bridges and Bridge Measurements
The papers in this record deal with (a) a description of the strong-motion instrumentation program for state highway bridges; (b) a description of retrofit measures to improve the seismic performance of existing highway bridges and a discussion of a numerical seismic method of analyzing their effectiveness; (c) a discussion of research on a model relating to the seismic resistance of large multispan curved overcrossings; (d) a description of new seismic design criteria for bridges that consider both fault proximity and local soil conditions; (e) a description of applications of bridge measurement data to fatigue design including impact, girder load distribution, fatigue life stress cycles, predicted and measured stresses, and the potential for weighing trucks in motion on bridges; (f) a description of field testing of the Aguasabon River bridge in Ontario; (g) a discussion of an analytical method for determining the response of horizontally curved bridges to loads; (h) a presentation of a seven-step procedure for using stress history data to predict stress in bridge girders; and (i) a presentation of a rational approach for determining remaining fatigue life of a bridge.
Earthquake-Induced Dynamic Response of Bridges and Bridge Measurements
The papers in this record deal with (a) a description of the strong-motion instrumentation program for state highway bridges; (b) a description of retrofit measures to improve the seismic performance of existing highway bridges and a discussion of a numerical seismic method of analyzing their effectiveness; (c) a discussion of research on a model relating to the seismic resistance of large multispan curved overcrossings; (d) a description of new seismic design criteria for bridges that consider both fault proximity and local soil conditions; (e) a description of applications of bridge measurement data to fatigue design including impact, girder load distribution, fatigue life stress cycles, predicted and measured stresses, and the potential for weighing trucks in motion on bridges; (f) a description of field testing of the Aguasabon River bridge in Ontario; (g) a discussion of an analytical method for determining the response of horizontally curved bridges to loads; (h) a presentation of a seven-step procedure for using stress history data to predict stress in bridge girders; and (i) a presentation of a rational approach for determining remaining fatigue life of a bridge.
Earthquake-Induced Dynamic Response of Bridges and Bridge Measurements
R. B. Matthiesen (author)
1976
108 pages
Report
No indication
English
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