拉美抗震设计规范与中、美规范相关内容的对比研究
|
摘要
在拉美国家中,古巴、哥伦比亚、墨西哥MOC抗震规范比较典型。文中介绍了其中建立设计地震加速度反应谱的方法,并与中、美国家规范相关内容进行了对比。古巴规范简化的程度与中国规范及1997UBC规范相近;哥伦比亚规范混合采用了不同时期美国规范中的概念;墨西哥MOC规范应用形式上很特殊。文中还总结了与各个规范相关的其它对比要点。为理解拉美国家相关规范提供借鉴。
Among the Latin-American countries,seismic design codes of Cuba,Colombia and Mexico(MOC) are very typical;this paper introduces the methods to set up spectral acceleration of Design Earthquakes and these methods are compared with relevant contents in the Chinese and US codes.The simplicity of the Cuban code is close to the Chinese code and 1997 UBC code;the Colombian code has referred to the concepts of US codes of different periods;and the Mexican MOC code(manua)l has very special application methods.Other relevant comparative points are also summarized in the paper.The paper thus helps people understand the relevant design codes of Latin-American countries.
Among the Latin-American countries,seismic design codes of Cuba,Colombia and Mexico(MOC) are very typical;this paper introduces the methods to set up spectral acceleration of Design Earthquakes and these methods are compared with relevant contents in the Chinese and US codes.The simplicity of the Cuban code is close to the Chinese code and 1997 UBC code;the Colombian code has referred to the concepts of US codes of different periods;and the Mexican MOC code(manua)l has very special application methods.Other relevant comparative points are also summarized in the paper.The paper thus helps people understand the relevant design codes of Latin-American countries.
引文
[1]NC 46—1999,Construcciones Sismo Resistentes-Requisitos Básicos Para el Diseno y Construcción[S].
[2]GB 50011—2010,建筑抗震设计规范[S].
[3]UBC-Uniform Building Code[S].ICBO,1997.
[4]NSR—10,Reglamento Colombiano de Construcción Sismo Resis-tente[S].
[5]NEHRP.Recommended Provisions for Seismic Regulations for NewBuildings[M].FEMA,1994.
[6]ASCE/SEI 7—10,Minimum Design Loads for Buildings and OtherStructures[S].
[7]Manual de Diseno de Obras Civiles-Diseno por Sismo[M].CFE,2008.
[2]GB 50011—2010,建筑抗震设计规范[S].
[3]UBC-Uniform Building Code[S].ICBO,1997.
[4]NSR—10,Reglamento Colombiano de Construcción Sismo Resis-tente[S].
[5]NEHRP.Recommended Provisions for Seismic Regulations for NewBuildings[M].FEMA,1994.
[6]ASCE/SEI 7—10,Minimum Design Loads for Buildings and OtherStructures[S].
[7]Manual de Diseno de Obras Civiles-Diseno por Sismo[M].CFE,2008.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心