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Analytical Investigations of the Seismic Response of Long Multiple Span Highway Bridges
Descriptions are given to the analytical investigations of the seismic response of long, multiple-span, highway bridge structures of the type which suffered heavy damages during the San Fernando earthquake of February 9, 1971. Linear and nonlinear mathematical modelling of this type of bridge structural system is presented. A three-dimensional elasto-plastic flexural column model suitable for modelling the coupled inelastic behavior of reinforced concrete bridge columns is described in detail. A nonlinear mathematical model for simulating the nonlinear discontinuous behavior of bridge expansion joints is also presented. Then, appropriate linear and nonlinear analytical procedures are described for determining the seismic response of this type of bridge structure. (Modified author abstract)
Analytical Investigations of the Seismic Response of Long Multiple Span Highway Bridges
Descriptions are given to the analytical investigations of the seismic response of long, multiple-span, highway bridge structures of the type which suffered heavy damages during the San Fernando earthquake of February 9, 1971. Linear and nonlinear mathematical modelling of this type of bridge structural system is presented. A three-dimensional elasto-plastic flexural column model suitable for modelling the coupled inelastic behavior of reinforced concrete bridge columns is described in detail. A nonlinear mathematical model for simulating the nonlinear discontinuous behavior of bridge expansion joints is also presented. Then, appropriate linear and nonlinear analytical procedures are described for determining the seismic response of this type of bridge structure. (Modified author abstract)
Analytical Investigations of the Seismic Response of Long Multiple Span Highway Bridges
W. Tseng (author) / J. Penzien (author)
1973
223 pages
Report
No indication
English
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