臺灣博碩士論文加值系統

國內耐震設計規範對臺北盆地之規定, 是以75年11月15日地震在中正
紀念堂所得地震記錄而來的. 但是因為臺北縣是屬於一個盆地地形, 而且
各位置土層深度不一, 若純粹以此反應譜來規定臺北盆地之設計規範, 對
於某些測站可能造成過於保守的狀況產生. 本文將針對各測站之非彈性反
應譜, 探討其間的差異. 在本文中, 同時引進適當的結構損傷準則,
以考慮結構因反覆荷重所造成的低週次疲勞破壞現象,如此才能得到真正
反應結構物特性的非彈性反應譜.

In Taipei city, the Design Code is based on the data from
1986.11.15. earth-quake. Because Taipei is located on a
sediment-filled basin. And the depth ofthe baserock in Taipei
are not the same. So if we use the same design value , somewhere
in the basin will be conserivative. In this paper,we will
discuss the inelastic response spectrum of different stations
and analysis thier differences. In this paper,we also
deal with the structural damage indexconsindering the low-cycle
fatigue failure.