建筑结构的

• A lot of earthquake damages at home and abroad have showed the vulnerability of existing building structures , which fully proved the importance of evaluating the earthquake resisting behavior of existing building structures
  如何评定这些已建建筑结构的抗震性能，并据此进行合理的抗震加固，对最大限度地降低地震震害损失以及保护人民生命财产安全，都具有重要意义。
• Although does not destroy the original construction structure in the foundation to repair , but in me looked like has been short the very many original historical glorious trace , the white wall appeared too new . ha - ha , this was individual viewpoint
  虽然是不破坏原有建筑结构的基础上修复的，但在我个人看来少了很多原来历史悠久的痕迹，白墙显得太新了些呵呵，这只不过是个人观点。
• The neural networks are more and more important in engineering applications , especially in forecasting building healthy state , in addition , this method has the features of simple , rapid , no damage and has good economical and social advantages
  识别结果表明，基于多模态参数的神经网络用于结构损伤识别是可行的，具有广阔的应用前景，对于预测评价建筑结构的健康状况将具有十分重要的意义。
• Earthquake mitigation for structures using magnetorheological ( mr ) dampers has much merit , such as fine control effect , low external energy , cheap cost , simple construction etc . it has a wide application foreground for our country due to many earthquakes
  利用磁流变阻尼器进行建筑结构的减震控制具有控制精度高、所需外部能源少、经济实用、构造简单等特点，这对于多发地震的我国无疑具有广阔的应用前景。
• As a kind of layout plan , tube structure is widely applied due to its commodious room and reasonable structure loading . its appearance has brought high - rise building into a new history period . piled raft foundations have advantages of pile and plate foundations
  筒体结构作为建筑结构的一种形式，因其可以提供灵活的大空间、结构受力合理而在高层建筑中得到广泛应用，它的出现将高层建筑推向了一个新的历史时期。
• The results of wind forces acting on high buildings are the fatigue failure by vibrations , local failure under pressure and toppling failure etc . wind forces are one of design loads on towering structures , high buildings and long - span bridges , sometimes even be decisive function
  风对建筑结构的作用表现为结构的振动疲劳破坏、局部受压破坏和整体倾覆等,风荷载是高耸结构、高层建筑和大跨度桥梁的重要设计荷载之一,有时甚至起决定性的作用。
• After fem analysis , conclusions can be made : the seismic settlement of structures under which the soils are improved by cement mixing piles is smaller than that of untreated soils , which indicates the cdmm is effective in reducing the seismic settlement of superstructures
  通过有限元计算后认为:采用水泥搅拌桩复合地基处理后，建筑结构的的震后变形小于位于软土地基的建筑结构的震后变形，表明采用复合地基对软土地基进行处理对于减小震后变形是有效的。
• In this paper , nonlinear static analysis methods , structural dynamic time history analyses based on structural state equation in hamilton system , multi - mode control theories of multiple tuned mass dampers , and semi active control laws of " on - off " are investigated
  本文分析和研究了结构静力弹塑性分析方法、基于hamilton体系下结构状态方程求解结构动力学问题的数值逐步积分方法、多重调谐质量阻尼器( mtmd )的多模态控制理论以及建筑结构的半主动控制律。
• Incorporating with the model static and dynamic finite - element seismic analysis of a asymmetric structure in plan and elevation , the paper gives the earthquake resistant of such structure , and also establishes a foundation for further research and provides a reasonable design guidelines
  本文结合一平面有偏心、立面多次收进的不规则高层钢筋混凝土框?剪结构的有限元静力和动力分析，对这种不规则高层建筑结构的动力特性及地震时的受力情况作了具体的研究分析。
• The main analysis conclusions which can directly apply in the design and be consulted by other projects are as following : ( 1 ) earthquake action effects increase so seriously as to generate weak story , because of the change of mass and rigidity near the transfer story in structures with large base , multi towers and transfer story
  分析结果除直接指导该工程结构设计外，对多塔楼大底盘带转换层复杂高层建筑结构的设计得到以下可供其他设计参考的主要结论：大底盘多塔楼带转换层结构转换层附近由于质量、刚度的变化，地震内力明显增大且容易形成薄弱层。