[1]罗开海,保海娥,左琼.我国建筑抗震设防水准的历史沿革、现状及展望[J].地震工程与工程振动,2018,(04):041-47.[doi:10.13197/j.eeev.2018.04.41.luokh.007]
 LUO Kaihai,BAO Haie,ZUO Qiong.The historical evolution, current situation and prospect of seismic precautionary level of buildings in China[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2018,(04):041-47.[doi:10.13197/j.eeev.2018.04.41.luokh.007]
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我国建筑抗震设防水准的历史沿革、现状及展望
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《地震工程与工程振动》[ISSN:/CN:]

卷:
期数:
2018年04期
页码:
041-47
栏目:
论文
出版日期:
2018-10-28

文章信息/Info

Title:
The historical evolution, current situation and prospect of seismic precautionary level of buildings in China
作者:
罗开海1 保海娥1 左琼2
1. 中国建筑科学研究院, 北京 100013;
2. 珠穆朗玛绿色建筑科技有限公司, 北京 100081
Author(s):
LUO Kaihai1 BAO Haie1 ZUO Qiong2
1. China Academy of Building Research, Beijing 100013, China;
2. Beijing Everest Green Building Technology Co., Ltd, Beijing 100081, China
关键词:
抗震设防设防水准发展动态
Keywords:
earthquake resistanceprecautionary leveldevelopment trend
分类号:
P315.9
DOI:
10.13197/j.eeev.2018.04.41.luokh.007
摘要:
本文在回顾我国建筑抗震设防发展历程基础上,对我国建筑抗震设防水准的现状及存在问题进行了梳理和分析,结合国内外建筑抗震设防水准的发展动态,对我国建筑抗震设防水准进一步发展需要研究和完善的问题进行了总结和展望,希望能够对工程技术人员正确理解与把握现行抗震设防对策和研究人员开展抗震防灾相关科研活动有所裨益。
Abstract:
On the basis of reviewing the development course of China’s building seismic fortification, this paper surveyed and analyzed the current situation and existing problems of the seismic fortification level in China, and summarizes the problems that need to be studied and perfected in the further development of the seismic fortification level of China combining with the development trend of building’s seismic fortification both at home and abroad.. And the prospect is expected to be beneficial to engineers and technicians to understand and grasp the current anti-seismic measures and researchers to carry out research activities related to earthquake resistance and disaster prevention.

参考文献/References:

[1] 清华大学, 西南交通大学, 重庆大学,等. 汶川地震建筑震害分析及设计对策[M]. 北京:中国建筑工业出版社,2009. Tsinghua University, Southwest Jiaotong University, Chongqing University,et al. Wenchuan earthquake building damage analysis and design countermeasures[M]. Beijing:China Construction Industry Press, 2009.(in Chinese)
[2] TJ11-74工业与民用建筑抗震设计规范(试行)[S].北京:中国建筑工业出版社,1974. TJ 11-74 Code for Seismic Design of Industrial and Civil Buildings(Trial)[S]. Beijing:China Construction Industry Press, 1974.(in Chinese)
[3] TJ11-78工业与民用建筑抗震设计规范[S]. 北京:中国建筑工业出版社,1979. TJ 11-78 Code for Seismic Design of Industrial and Civil Buildings[S]. Beijing:China Construction Industry Press, 1979.(in Chinese)
[4] GBJ11-89建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 1989. GBJ 11-89 Code for Seismic Design of Buildings[S]. Beijing:China Construction Industry Press, 1989.(in Chinese)
[5] GB 50011-2001建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 2001. GB 50011-2001 Code for Seismic Design of Buildings[S]. Beijing:China Architecture & Building Press, 2001.(in Chinese)
[6] GB 50011-2010(2016年版)建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 2016. GB 50011-2010(2016年版)Code for Seismic Design of Buildings[S]. Beijing:China Architecture & Building Press, 2016.(in Chinese)
[7] 罗开海. 建筑抗震设防思想发展动态及展望[J]. 工程抗震与加固改造, 2017, 39(S1):99-105. LUO Kaihai. Developments and prospects of building seismic fortification Ideology[J]. Earthquake Resistant Engineering and Retrofitting, 2017, 39(S1):99-105.(in Chinese)
[8] 罗开海. 建筑抗震设防标准和性能设计方法研究——中美欧抗震设计规范比较分析[D]. 北京:中国建筑科学研究院工程抗震研究所, 2005. LUO Kaihai. Researches on the seismic fortification criterion of buildings and the performance-based design methodology-comparison on the seismic design codes of China, America and Europe[D]. Beijing:China Academy of Building Research, Institute of Earthquake Engineering, 2005.(in Chinese)
[9] ASCE/SEI31-03 Seismic Evaluation of Existing Buildings[S]. Virginia:American Society of Civil Engineers, 2003.
[10] ASCE/SEI41-06 Seismic Rehabilitation of Existing Buildings[S]. Virginia:American Society of Civil Engineers, 2006.
[11] UFC 4-02303 Design of Structures to Resist Progressive Collapse[S].2005:5-42.
[12] EN 1991-l-7:2006 Eurocode l-Actions on Structures-Part l-7:General Actions-Accidental Actions[S]. 2006:15-48.
[13] ISO 2394-2015. General Principles on Reliability for Structures[S]. Switzerland:International Organization for Standardization, 2015.
[14] CECS 392:2014建筑结构抗倒塌设计规范[S],北京:中国计划出版社,2015. CECS 392:2014, Code for Anti-Collapse Design of Building Structures[S].Beijing:China Planning Press, 2015.(in Chinese)
[15] GB 50010-2010混凝土结构设计规范[S],北京:中国建筑工业出版社,2011, 5. GB 50010-2010, Code for Design of Concrete Structures[S].Beijing:China Architecture & Building Press, 2011, 5.(in Chinese)
[16] JGJ 3-2010高层建筑混凝土结构技术规程[S],北京:中国建筑工业出版社,2011. JGJ 3-2010 Technical Specification for Concrete Structures of Tall Buildings[S]. Beijing:China Architecture & Building Press, 2011.(in Chinese)
[17] ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures[S]. Virginia:American Society of Civil Engineers, 2005.
[18] Chopra A K, Goel R K. A modal pushover analysis procedure for estimating seismic demands for buildings[J]. Earthquake Engineering & Structural Dynamics, 2002, 31(3):561-582.
[19] Gupta B, Kunnath S K. Adaptive spectra-based pushover procedure for seismic evaluation of structures[J]. Earthquake Spectra, 2000, 16(2):367-391.
[20] 黄羽立,陆新征,叶列平, 等. 基于多点位移控制的推覆分析算法[J]. 工程力学,2011,28(2):18-23. HUANG Yuli, LU Xinzheng, YE Lieping, et al. A pushover analysis algorithm based on multiple point constraints[J]. Engineering Mechanics, 2011, 28(2):8-23.(in Chinese)
[21] Bertero V V. Strength and deformation capacities of buildings under extreme environments[J]. Structural Engineering and Structural Mechanics, Pister KS(ed.). Prentice-Hall:Englewood Cliffs, NJ, 1977:211-255.
[22] FEMA 350. Recommended Seismic Design Criteria for New Steel Moment-frame Buildings[S]. Washington:Federal Emergency Management Agency, 2010.
[23] 罗开海, 刘培. 新一代地震区划图调整统计及抗震规范局部修订简介[J]. 城市与减灾, 2016(3):43-48. LUO Kaihai, LIU Pei. Statisticsof the new seismic zoning map andbrief introduction to the local revision of seismic code[J]. City and Disaster Reduction, 2016(3):43-48.(in Chinese)

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备注/Memo

备注/Memo:
收稿日期:2018-05-06;改回日期:2018-06-11。
基金项目:建筑安全与环境国家重点实验室项目(20150122336230031)
作者简介:罗开海(1973-),男,研究员,博士,主要从事工程抗震研究.E-mail:nile-fisher@hotmail.com
更新日期/Last Update: 1900-01-01