抗震设防烈度的英文

• seismic fortification intensity

• "抗震"英文翻译    anti-seismic; seismic resist ...
• "设防"英文翻译    set up defences; fortify; ga ...
• "烈度"英文翻译    intensity
• "抗震设防" 英文翻译 :    earthquake fortification
• "抗震设防要求" 英文翻译 :    requirement for fortification against earthquake
• "建筑结构抗震设防类别" 英文翻译 :    classfication for earthquake-resistance of buildings; clear height
• "建筑抗震设防分类标准" 英文翻译 :    standard for classification of seismic protection of buildings
• "抗震设计" 英文翻译 :    antiseismic design; aseismatic design; aseismic design; design against earthquake; design for earthquake resistance; earthquake design; earthquake resistance design; earthquake resistant design; earthquake-prooff design; earthquake-prooffdesign; earthquake-resistant design; seismicdesign
• "地震设计烈度" 英文翻译 :    seismic design intensity
• "房屋抗震设计" 英文翻译 :    anti seismic design
• "建筑抗震设计" 英文翻译 :    aseismic design; assembled monolithic concrete structure
• "抗震设计规范" 英文翻译 :    earthquake resistant design code; earthquake-resistant design code
• "新抗震设计法" 英文翻译 :    new anti-seismic design code
• "新抗震设计法 新耐震设计法" 英文翻译 :    new anti-seismic design code
• "工程抗震设计规范" 英文翻译 :    gbj 111-87
• "建设抗震设计规范" 英文翻译 :    tj11-74
• "建筑结构抗震设计" 英文翻译 :    anti-quake architectural structure design
• "建筑抗震设计规程" 英文翻译 :    dbj08-9-92
• "建筑抗震设计规范" 英文翻译 :    code for seismic design of buildings; gbj11-89
• "结构抗震设计原理" 英文翻译 :    anti-seismic design of structures
• "多道设防抗震建筑" 英文翻译 :    multi-defence system of earthquake-resistant building; multi―tube supported suspended structure
• "电力设施抗震设计规范" 英文翻译 :    code for design of seismic of electrical installations
• "构筑物抗震设计规范" 英文翻译 :    code for design of earthquake -reasistant of structural constructions
• "核电厂抗震设计规范" 英文翻译 :    code for seismic design of unclear power plants
• "建筑抗震设计中的概念" 英文翻译 :    technical terms in aseismic design of buildings

• Combining these formulas with some earthquake intensity and site - eigenperiod , the lateral seismic responses of free - head and fixed - head pile groups were calculated
  结合具体的抗震设防烈度和场地特征周期，计算了成层地基中群桩的横向地震响应。
• Under the horizontal earthquake action and wind force , aim at " the pure frame structure with rectangle columns " , " the pure frame structure with special - shaped columns " , " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns " , earthquake action analysis was done by the spacial finite element method through the changes structural parameter . analyzing systematically " structure vibration mode " , " vibration period " , " structure lateral rigidity " , " seismic action force " , " seismic response force " , " floor seismic shear force " , " lateral horizontal displacement of structure " and " members internal force " . results indicate : ( 1 ) based on equal area , the special - shaped columns replaced the rectangle columns , the structural lateral rigidity enlarges , the lateral displacement minishes obviously , the earthquake response increase slightly , the biggest increasing amount of frame columns axis - compress ratio is smaller than 0 . 08 . the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3 . 6 , the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree , structure earthquake response is bigger , belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement , members internal force enlarged just rightly , have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ) , aseismic disadvantageous building site ( iii type site ) , adopting special - shaped columns structure system , should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result
  西安理工大学硕士学位论文在水平地震作用下，并考虑风荷载组合，分别对“矩形柱纯框架结构” 、 “异型柱纯框架结构” 、 “异型柱框一析架结构”及“异型柱框-剪结构”等四种结构体系，通过改变结构参数，运用空间有限元方法，进行地震作用计算。系统地分析研究“结构振型” 、 “振动周期” 、 “结构侧向刚度” 、 “结构地震反应力” 、 “楼层地震剪力” 、 “结构侧向位移” 、 “层间位移角” ，以及“构件内力” 。结果表明:在等面积原则下，异型柱代换矩形柱后，结构刚度增大，侧向位移明显减小，地震反应力略有增加，框架柱轴压比最大增幅小于8 % ，结构整体抗震性能有所提高;当异型柱肢长肢厚比小于等于3 . 6时，结构有利于抗震;水平地震作用力与整体坐标夹角为0度时，结构地震作用效应较大，属结构设计的控制因素之一;异型柱框一析架结构采用“人”字斜撑，侧向刚度大于“八”字斜撑和“人一八”字混合斜撑;异型柱框一剪结构侧向刚度大、位移小，构件内力增大适中，是一种抗震性能优越的结构体系:在抗震设防烈度较高地区( 8度)和抗震不利的建筑场地( m类场地) ，采用异型柱结构体系时，应尽可能减轻结构自重，降低地震作用力;分别采用“振型分解反应谱”法和“时程分析”法进行地震作用计算，两种方法所得结果基本一致。
• This paper related to a practical project that a high school is big bay building with teaching , experiment and studying , aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ) , aseismic disadvantageous building site ( iii type site ) , and the building loading much ( the building " self - weight is over the 9 . 0 kn / m2 ) . compared to r . c . rectangle columns , studying the aseismic performance of the r . c . special - shaped columns pure frame structure , the r . c . special - shaped columns frame - truss structure and the r . c . special - shaped columns frame - shear wall structure
  本文，结合某中学大开间教学实验综合楼的具体工程，就抗震设防烈度较高地区( 8度)和抗震不利的建筑场地(类场地) ，并且建筑物所受荷载较大的情况(建筑物自重超过9 . 0kn m ~ 2 ) ，通过与矩形柱分析比较的方式，研究了异型柱纯框架结构、异型柱框架-桁架结构，以及异型柱框架-剪力墙结构的抗震性能。
• Because of its many advantages , the tapered portal frame is getting more and more application . ( ( technology code of light steel structure of portal frame ) ) ( cecs 102 : 2002 ) , our country enacted , does n ' t define conditions that tapered portal frame needs anti - earthquak - e design . but mentions in illustration of rules : when earthquake fortification intensity is 7 degree , the portal frame does n ' t need anti - earthquake checking generally ; but for 8 degree and above , horizontal just with lengthways frames both need anti - earthquake checking
  楔形变截面门式刚架山于其诸多的优点得到越来越广泛的应用，我国颁布的协会标准《门式刚架轻型房屋钢结构技术规程》 ( cecs102 2002 )中没有对变截面门式刚架需要进行抗震设计的情况进行具体规定，但在后面的条文说明中提到： “当抗震设防烈度为7度时，一般不需做抗震验算；当为8度及以上时，横向刚架和纵向框架均需做抗震验算。 ”
• Some conclusions are drawn : 1 ) effect of inertial force from superstructures on the lateral seismic response of single pile can not be ignored ; 2 ) the lateral seismic response of single pile induced by far - field earthquake are mainly affected by acceleration mass of superstructure > site eigenperiod . it increases with the increment of accele ration and mass of superstructure . as the site characteristic frequency approaches the self - oscillation frequency of the pile , sympathetic vibration occurs and the value of lateral seismic response reaches maximum ; 3 ) as the stiffness ratio of pile to soil increase , the relative displacement of pile to soil increases ; 4 ) the lateral seismic response of fixed - head pile is much smaller than that of free - head pile
  将其解析解与具体的的抗震设防烈度和场地特征周期结合起来，计算分析了成层地基中单桩的横向地震响应，得到了以下结论： 1 )上部结构惯性力对桩的横向地震响应的影响不可忽略； 2 )成层地基中的单桩的横向地震响应主要受地震基本加速度、场地特征周期、上部结构质量的影响，随地震基本加速度、上部结构质量的增大而增大；场地特征频率越接近桩基自振频率，桩基地震响应越大，等于自振频率时，由于发生共振现象，桩基响应幅值最大； 3 )桩土刚度比越大，桩土之间的相对位移的幅值越大； 4 )桩顶固接的连接方式，可以有效地降低地震时单桩的横向地震响应。
• In order to save soil , multi - storyes and sub - high rise residence are the dominant structure of houses in our country . for the anti - seismic requirement , hear - wall structures have been used frequently in sub - high rise residence designs . due to its gravity and rigidity , the traditional shear - wall structures will have great inertia forces when the earthquake occurs
  在抗震设防烈度较高的地区，出于墙改和抗震的要求，不得不将一些多层住宅房屋及小高层住宅用普通的钢筋混凝土剪力墙结构，带之而来的结果是房屋自重大，刚度大，地震作用大，材料消耗量大，热工性能差，既提高了房屋的经济指标，又不利于建筑工程可持续发展战略的实施。
• Based on a lot of data and documents , the following key issues are approached which are tightly united with practical engineering in this paper : 1 . the effect of different structure types on earthquake - reduction effictiveness of viscous damper is studied and it ' s concluded that the higher structure and the weaker rigidity make the earthquake - reduction effictiveness of viscous damper better . at the same time , based on calculations and analysis , some suggestions are given on how to choose proper seismic structure type for different buildings which are under different seismic design intensity
  本课题在研读国内外大量文献资料的基础上，紧密结合实际工程应用，主要探讨以下关键问题： 1 、研究不同结构类型对粘滞阻尼消能支撑减震效果的影响，得出结构越高、刚度越柔，则阻尼消能减震的效果越好的结论；同时，在计算分析的基础上，对不同类型的建筑在不同抗震设防烈度下如何选取合适的结构抗震方案提出了建议。