| 现代抗震设计理论的发展过程 |
| |
| 引用本文： | 谢礼立,马玉宏.现代抗震设计理论的发展过程[J].国际地震动态,2003(10):1-8. |
| |
| 作者姓名： | 谢礼立 马玉宏 |
| |
| 作者单位： | 1. 哈尔滨工业大学土木工程学院,哈尔滨,150090;中国地震局工程力学研究所,哈尔滨,150080
2. 广州市建设委员会,广州,510032 |
| |
| 摘 要： | 介绍了现代抗震设计理论的发展过程，基于性态的抗震设计理论的提出背景、发展情况及研究内容；详细介绍了基于性态的抗震设计理论的抗震设防方法；指出了基于性态的抗震设计理论与传统抗震设计理论的主要区别及特点。
|
| 关 键 词： | 抗震设计 抗震设防 地震动 性态 |
| 修稿时间： | 2003年8月17日 |
The Development Process of the Modern Earthquake Resistant Design Theory |
| |
| Xie Lili and Ma Yuhong
School of Civil Engineering and Architecture,Harbin Institute of Technology,Harbin,China
Institute of Engineering Mechanics,CSB,Harbin,China
Guangzhou Municipality Construction Committee,Guangzhou,China.The Development Process of the Modern Earthquake Resistant Design Theory[J].Recent Developments in World Seismology,2003(10):1-8. |
| |
| Authors: | Xie Lili and Ma Yuhong
School of Civil Engineering and Architecture Harbin Institute of Technology Harbin China
Institute of Engineering Mechanics CSB Harbin China
Guangzhou Municipality Construction Committee Guangzhou China |
| |
| Institution: | Xie Lili and Ma Yuhong
School of Civil Engineering and Architecture,Harbin Institute of Technology,Harbin,150090,China
Institute of Engineering Mechanics,CSB,Harbin,150080,China
Guangzhou Municipality Construction Committee,Guangzhou,510032,China |
| |
| Abstract: | |
| |
| Keywords: | earthquake resistant design performance-based seismic design theory fortification against earthquake ground motion |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
