基于结构性能的抗震设计理论是90年代国际地震工程界提出的新概念，是抗震设计理念上的一次变革。
The theory of performance-based seismic design is a new concept in the world in 1990s. It is a revolution of the current seismic design procedures.
在提高结构的整体抗震性能时，运用新的抗震设计理念，为工程设计人员在今后的设计工作中提供了一些思路。
Taking improving the integral seismic performances of structure in consideration new idea is embodies in seismic design, which can be used as references by designers in the future.
将共振概念引进到边坡工程的研究中，可为解释一些地震中特殊的滑坡现象提供新的理念，对于边坡工程的抗震设计具有重要参考价值。
Resonance study of slope effect can provide new ideas in explaining some of the special earthquake landslides, and has a significant effect on anti-earthquake design of slope.
同时，结合灾后重建和抗震设计，提出了室内临时避难所的全新理念。
At the same time, based on post-disaster reconstruction and seismic design, a new concept of temporary indoor shelters is brought forward.
同时，结合灾后重建和抗震设计，提出了室内临时避难所的全新理念。
At the same time, based on post-disaster reconstruction and seismic design, a new concept of temporary indoor shelters is brought forward.
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