3168 Dynamic Response Behavior of Prestressed Concrete Piers under Severe Earthquake
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概要
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In order to clarify inelastic dynamic behavior of prestressed concrete (hereafter PC) piers under severe earthquakes, experimental and analytical studies were conducted. Three specimens representing such PC piers were tested using a pseudo-dynamic test in which amplified excitations of the Hyogo-Ken Nanbu 1995 earthquake were used. Inelastic response analyses for the specimens were carried out. A comparison between the experimental and analytical results was also conducted. The study revealed that the use of PC piers has a tendency to reduce the residual displacements after the earthquake excitations.
- 公益社団法人日本コンクリート工学会の論文
- 1998-06-30
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