2068 Dynamic Response Behavior of Prestressed Concrete Viaduct under Severe Earthquake
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概要
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In order to clarify inelastic behavior of prestressed concrete (hereafter PC) girders of a viaduct under severe earthquake, four small scale PC members were designed to represent actual viaduct structures, Three specimens were tested under statically reversed loading, while the 4th specimen was tested using a substructure pseudo-dynamic test. The inelastic response analysis of the 4th specimen based on one component model for the analytical modeling of members was conducted during the pseudo-dynamic test.
- 公益社団法人日本コンクリート工学会の論文
- 1997-06-09
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