建筑抗震设计规范

《建筑抗震设计规范》（GB50011-2001）在附录H给出的表H。

The table H.2.3-1 in the Appendix H of " Code for Seismic Design of Buildings "( GB 50011-2001 ) is unsuitable for the bottom shear method .

《建筑抗震设计规范》（GB50011-2010）首次以规范的形式确定建筑结构抗震性能化设计方法。

《 Code for seismic design of buildings 》( GB50011-2010 ) for the first time determined to standardize the form of performance-based seismic design method .

基于《建筑抗震设计规范》（GB50011-2001），设计了三个X型中心支撑钢框架，采用pushover方法，得出了其结构影响系数。

Based on Code for Seismic Design of Building ( GB50011 ), the paper designs three concentrically X-braced steel frames and their structural coefficients are obtained by Push-over analysis .

我国《建筑抗震设计规范》（GB50011-2001），对抗震设计提出了更高和更严的要求。

Code for Seismic Design of Building ( GB50011-2001 ) suggests more strict requirements for seismic design .

本文依据新颁布的《建筑抗震设计规范》（GB50011-2001），对随机地震动功率谱模型参数的取值进行了具体研究。

A parameter study on seismic random model based on the new seismic code is carried out .

基于国家标准《建筑抗震设计规范》（GB50011-2001）对底部两层框架砌体结构房屋进行抗震设计分析。

Based on code for seismic design of buildings ( GB50011-2001 ), the analysis of anti-seismic design on double-frame of bottom building structure is made .

根据修订后的地震动参数区划图，《建筑抗震设计规范》（GB50011-2001）增加了7度半和8度半两个设防烈度区。

According to the refined ground motion parameter districted-figure , 7.5 and 8.5 regions of earthquake intensity category are added in new seismic design code of China .

以这两个函数为基础，给出液化势的概率估计方法，并结合我国建筑抗震设计规范有关设计地震分组的规定，提出了一般工程的具有明确概率的CPT液化判别标准。

Based on these two functions the method for estimating liquefaction probability is presented , and CPT liquefaction potential criterion with a definite probability level is given when considering the classification of design earthquake in Chinese Code for seismic design of buildings .

随着《建筑抗震设计规范》（GB50011-2001）的颁布与实施，新旧抗震规范的主要差别及新规范对各类结构抗震设计所带来的实际影响倍受关注。

With the publication and application of new Code for Seismic Design for Buildings ( GB50011-2001 ), the difference and influence between the old and the new Code are more and more attended .

目前《建筑抗震设计规范》GB50011-2001中只是给出了适用于低层和多层建筑的高宽比限值，而在高层建筑中并没有给出高宽比限值。

At present , Code for seismic design of buildings ( GB50011-2001 ) gives only high-width ratio limit of the low-level and multi-layer construction , without giving high-width ratio limit of isolated high-level buildings .

结合《建筑抗震设计规范》（GB500112001），对底部框架抗震墙砖砌房屋的结构设计进行了分析。

Connecting with 《 code of aseismic design of buildings 》( GB50011-2001 ), this paper analyzes the structure design of the building with bottom frame-aseismic wall .

随着隔震技术的发展，基础隔震结构已经广泛应用在实际工程中，《建筑抗震设计规范》（GB50011-2001）已经正式编入了关于基础隔震结构设计的条文。

With the isolation technology , the base isolated structures has been widely used in practical engineering . Many rules for isolated buildings were added to Code for Seismic Design of Buildings ( GB 50011-2001 ) .

事实上，具有不同阻尼比的结构就应有不同设计反应谱与之对应，《建筑抗震设计规范》（GB50011-2001）[6]已规定了不同阻尼比的标准设计反应谱。

In fact , there should be different design spectra corresponding with the structures of different damping-ratios , the new Code for Seismic Design for Buildings ( GB50011-2001 ) has provided corresponding spectra for structures with different damping-ratios .

时程分析法是进行结构抗震计算的方法之一，《建筑抗震设计规范（GB50011-2001）》要求：在采用时程分析法时，要选用不少于两组的实际强震记录。

Time history analysis method is one of methods in seismic design of engineering structure . Code for Seismic Design of Building ( GB50011-2001 ) demands : two strong motion recordings are needed to choice in time history analysis method .

因此，《建筑抗震设计规范》（GB50011-2001）对其建筑高度和板柱框架承担的地震作用等做了严格的限制，影响了该结构的使用范围。

Therefore , the " Code for seismic design of buildings " ( GB50011-2001 ) has the strict restrictions to its building height and the role of the earthquake the slab-column frame to assume , affecting the use of the structure .

介绍了《工业与民用建筑抗震设计规范》（TJ11-78）修订本（送审稿）（文中简称《规范》）中场地选择和场地类别划分的有关问题。

Some problems on site choice and site clarification in the revised edition of 《 Aseismic Design Code for Industrial and Civil Buildings 》 ( TJ11-78 ) are alsa dealt with .

按照《建筑抗震设计规范》（GB50011-2010）的要求，采用本文结构影响系数建议值设计了2组半刚性连接钢框架钢板剪力墙结构。

According to the newly published Chinese Code for seismic design of building ( GB50011-2010 ), 2 semi-rigid connected steel frame-steel plate shear wall structures are designed with the paper suggested structural influencing coefficient .

在《建筑抗震设计规范》（GB50011-2001）关于隔震结构的简化计算方法中，水平向减震系数的表达式和定义有些不符，假定的隔震结构地震作用分布规律也与实际情况略有出入。

In the " Code for seismic design of buildings ", the expression of the damping coefficient in horizontal direction is not agreeable to its definition and the specified distributive form of seismic action of base isolation buildings is incongruent with the practical situation .

我国《建筑抗震设计规范》（GB50011-2001）规定，8度以上宜采用偏心支撑，但我国至今没有一个自行设计的工程用过这种支撑。

Code for Seismic Design of Building ( GB 50011-2001 ) stipulates that eccentrically braced frames are used for buildings with aseismic fortification intensity 8 or above , but they have not been yet used up to present time for buildings designed by domestic designers .

我国新颁布实施的《建筑抗震设计规范（GB50011-2001）》（以下简称《抗震规范》）首次要求对质量和刚度分布明显不对称的结构应计入双向水平地震作用下的扭转影响。

It is first be stipulated by Code for Seismic Design for Buildings ( GB50011-2001 ) that the torsion effect of structures subjected to two horizontal components of earthquake ground motion should be considered in design when the structure has sharp irregularity of mass and rigidity layout .

建筑抗震设计规范中有关条文的理解问题

Understanding of Clause on Design Standard of Contradict Earthquake of Construction

新《建筑抗震设计规范》分析

An Analysis of the New Code for Seismic Design of Buildings

新建筑抗震设计规范简介

Introduction to the New Code for Seismic Design of Buildings

桥梁抗震设计规范与建筑抗震设计规范的分析与比较

Comparison and analysis of bridges and buildings seismic codes

建筑抗震设计规范中活动断裂评价的几个问题

The Several Problem of Active Fracture Evaluate in Code for Seismic Design of Buildings

建筑抗震设计规范地震作用和结构抗震验算要点介绍

Essentials of Earthquake Action and Aseismic Checking Procedure in the Seismic Design Code of Buildings

与建筑抗震设计规范相对应的地面地震动随机模型参数研究

Study on the Random Model Parameters of Ground Motion Corresponding to the Architectural Aseismic Code

国内外建筑抗震设计规范比较

The Comparison on Seismic Design Status

日本建筑抗震设计规范的发展历史和最新规定

The History of Developments and the Newest Stipulations of the Design Codes for Earthquake-Resistant Buildings in Japan

工业与民用建筑抗震设计规范中关于土与结构相互作用的条文建议及说明

Suggested Item and Its Explanation About Soil-structure Interaction in a Seismic Design Code for Industrial and Civil Buildings