高层建筑结构设计的英文

• designing bases of high rising buildings
• designing structures of high rising buildings

• "高层"英文翻译    high-rise
• "建筑结构"英文翻译    building structure
• "设计"英文翻译    devise; project; plan; desig ...
• "建筑结构设计" 英文翻译 :    design of building structures; design value of earthquake-resistant strength of materials
• "高层建筑与空间结构设备" 英文翻译 :    equipment for high-rise buildings and space structures
• "建筑结构设计统一标准" 英文翻译 :    unified standard for design of building structures
• "上层建筑结构" 英文翻译 :    superstructure
• "建筑结构设计术语和符号标准" 英文翻译 :    standard for terminology amd symbols used in design of building structures
• "高层建筑基础设计" 英文翻译 :    designing bases of high rising buildings
• "高层建筑空调设计" 英文翻译 :    pdf 276
• "建筑结构设计通用符号、计量单位和基本术语" 英文翻译 :    gbj83-85
• "建筑结构抗震设计" 英文翻译 :    anti-quake architectural structure design
• "超高层建筑" 英文翻译 :    high-rise building
• "高层建筑" 英文翻译 :    tower; high-rise buildings◇高层建筑物 high-rise
• "高层建筑,亦作" 英文翻译 :    high-rise building
• "高层建筑面" 英文翻译 :    tall block facade
• "高层建筑物" 英文翻译 :    high rise building; high-rise building; high-rise structure; loft building; skyscraper; tall building
• "超高层建筑物" 英文翻译 :    super high rise building
• "高层建筑基础" 英文翻译 :    tall building foundation
• "高层建筑救援" 英文翻译 :    high-rise rescue
• "工业高层建筑" 英文翻译 :    industrial storied building
• "建筑结构" 英文翻译 :    architectural co truction; architectural construction; architectural structure; architecture; building structure
• "建筑结构的" 英文翻译 :    tectonic
• "建筑结构学" 英文翻译 :    tectonics
• "钢结构设计" 英文翻译 :    design of steel structures; steel structure design; steelwork design; structural steel design

• The structural design of a tall building in qatar
  卡塔尔某超高层建筑结构设计
• Designing structures of high rising buildings
  高层建筑结构设计
• Designing structures of high rising buildings
  高层建筑结构设计
• Calculation sample showed that this method is simple and applicable in estimating creep and shrinkage in tall building structural design
  算例表明该法简单实用且计算误差较小，可以用于超高层建筑结构设计中估算收缩徐变。
• Throughout the present century , there has been a rapid growth of highrise buildings in some countries with many progress or innovations in their structural designs
  通览20世纪，一些国家在高层建筑结构设计方面取得了长足的发展，进行了大量创新。
• Be able to do the consultation work on architectural & structural design of complex high - rise buildings , foundation treatment , footing groove enclosure , and reinforcing & adding floors of old houses
  可从事复杂的高层建筑结构设计、地基处理、深基坑围护以及旧房加固、加层等方面的咨询业务。
• The designing of high - rise buildings contains three parts as showed below : determination of the construction designing , calculating the internal force of constructional elements , constructional measures of members and joints
  高层建筑结构设计包含结构方案选定、构件内力计算、杆件和节点构造措施等三部分内容。
• Then the coupling beams with new reinforcement layout were made an inquiry into , and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last , based on the observations of the experimental phenomena and the analysis of the measurement result , and by the comparison of seismic behavior by making use of hysteretic response , ductility and energy dissipation behavior , a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms , and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams , so it is suitable to te tised in short coupling beams
  本文通过对三根小跨高比(均为l h = 1 . 0 )剪力墙洞口连系梁在低周反复荷载作用下的试验，了解了严格按《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)设计的连梁具有的抗震性能，研究了采取增大连梁配箍量同时加强纵向构造筋的方案对抗震性能的影响，并进一步对新的配筋形式的连梁进行了探讨，了解了在连梁梁端配置多排交叉斜筋方案对连梁抗震性能的改善。通过对试验现象的观察和量测结果的分析，利用荷载?位移滞回曲线、延性和耗能性能等指标对各个试件的抗震性能进行了比较，最后得出结论： 《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)不能保证小跨高比连梁具有较好的抗震延性：通过增大连梁配箍量同时加强纵向构造筋的方案对改善连梁的抗震延性的效果不太明显；梁端配置多排交叉斜筋的连梁具有相对较好的受力性能，其延性和耗能性能等各项性能指标均优于普通配筋连梁，宜在深连梁中采用。
• Chapter ii analyzes the relationship between the internal force and distortion , expatiates the character of high - rise buildings " designing and emphasizes that the constructional continuance is an important designing guideline . chapter iii analyzes the shape of building designings , the ratio of height to width , how to lay lateral force resistant construct member , foundation designing ( see also " specification of construction and designing of high rise buildings " ) and discusses the designing principles in high rise building . chapter iv discusses how to choose the best project via the engineering structure of part d , jindu xiangshe , chap
  本文共分五章，第一章介绍高层建筑的发展概况；第二章从结构内力和与变形的关系阐述高层建筑结构设计特点，并强调结构延性是重要的设计指标；第三章从房屋建筑平立面形状，房屋高宽比、抗侧力结构构件的平面及竖向布置，基础设计等几方面并结合《高层建筑结构设计与施工规程》论述高层建筑结构设计原则；第四章结合金都香榭d区高层住宅楼工程根据第二章及第三章的设计原则按芯筒-框架体系及多筒-框架体系两种不同的结构设计方案采用空间结构有限元分析程序进行结构内力及变形分析计算，通过比较计算结果选择最优结构方案；第五章小结，进一步阐明进行高层建筑结构方案优选的重要性。
• There are many factors that made modern high building ’ s graphic layout become increasingly complex and irregular . those factors including the raising of china economic level , people ’ s aesthetic capacity to building already become more strict than before and the extremely fierce market competition in construction business . therefore , in high - rise building ’ s design , how to reduce even avoid all kinds of high - rise building ’ s potential damage caused by irregular horizontal layout
  高层建筑结构设计中,平面布置规则性是必须仔细考虑的因素,由于不规则平面布置结构其平面质量中心即外荷载合力作用点同刚度中心不重合,导致同层构件同一方向上产生不同位移,使结构绕刚心发生扭转,严重时导致结构整体破坏,所以在实际结构设计中,必须对结构平面布置不规则问题提起足够重视。