- code for seismic design of buildings
- gbj11-89
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建筑抗震设计规范的英文
例句与用法
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- According to the fact of seismic design of our country , a practical displacement - based seismic design method is put forward . the seismic performance level is divided into three : serviceability , life - safety , and collapse protection , hi order to control the performance level of the structure , the three levels are quantified with story drift angles
为了与我国建筑抗震设计规范的设防目标相协调，并便于在设计计算中予以控制，本文将建筑结构的功能划分为三个水平，即使用良好、人身安全和防止倒塌，并采用层间位移角限值来量化框架结构的功能水平。 - ( 4 ) to determine liquefaction potential in site , several viable approaches are used , and these are ( 1 ) the standard penetration test ( spt ) , ( 2 ) measurement of in - situ shear wave velocity ( vs ) , and ( 3 ) use of test data and seed & idriss method . considering the non - linear of the soil , we calculate the earthquake response of the soil with the hardin - drnevich model and the finite element method . finally , we estimate the liquefaction capability of the site during earthquake in xuzhou , jiangsu province
中国地展局工程力学研究所硕士学位论文川采用《建筑抗震设计规范》 ( gb50on一2001 )基于标准贯入试验的判别法、基于场地剪切波速的液化判别方法和seed一idriss简化法对可液化场地进行了液化判别;考虑土的非线性，采用等效线性化模型，利用有限元方法进行了场地的地震反应分析;并对沪蓉高速铁路徐州段可液化场地的地震液化性能做出了综合评价。 - Beam - to - column connection with cantilever beam high - strength bolted - splicing in rigid steel frame is widely used in multi - stories or high - rise buildings and industry workshops in the usa and japan , which is also the recommended connection type in our technicall specification for steel structure of tall buildings and code for seismic design of buildings
带悬臂梁段高强螺栓拼接的刚性钢框架梁柱连接在美国和日本的多高层房屋和工业厂房中有着广泛的应用，也是我国高层钢结构技术规程和建筑抗震设计规范的推荐形式。 - Based on reliability theory , the current seismic design code gbj11 - 89 and the previous research results of the same occupation , the seismic reliability analysis and the seismic design for the reinforced concrete frames are studied in this thesis . the major contents are summarized as follows : ( 1 ) seismic reliability of reinforced concrete beams designed following the current seismic design code is analyzed
本文以可靠度理论为基础，结合现行建筑抗震设计规范（ gbj11 - 89 ） ，在广泛借鉴国、内外同行研究成果的基础上，针对钢筋混凝土框架结构构件和体系抗震可靠度分析与设计的一系列问题进行了研究，主要研究内容为： （ 1 ）针对按现行建筑抗震设计规范设计的钢筋混凝土梁进行抗弯、抗剪可靠度分析。 - Furthermore , comparing between the results calculated by the program and that of the test indicate that they are analogical . using the program , both the model structure and the prototype of the longitudinal frame - shear wall structure system of main factory building in a large thermal power plant are analyzed , from which we get the regular pattern of earthquake resistant behaviors of this kind of structure and propose the recommends for b oth s eismic d esign and c onstruction
应用该程序，本文对某大型火电厂钢筋混凝土结构主厂房纵向框架-剪力墙结构体系的试验模型和原型结构进行了分析比较，得到了这类结构抗震性能的一般规律，提出了一些新的抗震设计理念与构造建议；同时结合研究成果，为我国现行《建筑抗震设计规范》中基于承载力的抗震设计方法提出了一些修订建议。