从目前的建筑科技水平来说，对于高层建筑的消防、疏散、抗震等一系列问题，还没有能达到尽如人意的程度。
The current level of architectural technology is still not satisfactory in terms of high-rise fire control, evacuation, anti-seismic, etc.
相对于平房、别墅等建筑，多层、高层建筑物由于外表受到阳光照射面积大，所以应力更大，变形也更大。
Relative to the bungalow, villa and other buildings, multilayer, high-rise buildings because appearance in response to sunlight the area is large, so more stress, deformation and more big.
研究高层建筑物绕流风场对于改善城市建筑风环境，提高人居舒适性，控制大气污染问题有着重要的意义。
Research on wind field around tall buildings is important to improve city building wind environment, raise the comfort for residence, and control the air pollution problem.
限制建造高层建筑的法令对于平均房价没有影响。
Laws limiting new construction have no effect on average housing prices.
高层建筑钢筋混凝土裂缝是最常见的问题，对于整个建筑物都有潜在的安全隐患。
Cracks in reinforced concrete structure is the most common problem and it has a potential security risk for the entire building.
因此，对于建立在深厚非基岩地基土上的较高或刚度较大的高层建筑，抗震分析时考虑土-结构相互作用的影响是必要的。
So considering the influence of soil-structure interaction in seismic response analyzing is necessary for the tall or more rigid structures established on the thick soil ground foundation.
对于各层结构不同的高层建筑、应用结构摄动理论取得了结构自振频率的修正计算公式。
For different story units of structure, the theory of structural perturbations is used. The correct calculation formulation of free vibration frequency is obtained.
采用该工艺对于管道集中布置的管井及现场施工作业面狭窄的高层建筑的机电工程施工，可节省塔吊作业时间并减少现场作业人员数量。
Using this technology can save working times of crane and reduce workers to pipe well with centralized arrangement pipe and electric engineering with narrow working platform.
本文主要研究土-结构相互作用对于桩基础高层建筑的结构动力特性及其地震反应的影响以及土的非线性性质对于土-桩-结构相互作用体系的地震反应的影响。
The present paper discusses the effect of soil pile-structure interaction on high building with pile foundation and the effect of nonlinear behavior of soil on structural seismic response.
对于某些超高层建筑，其横风向风振响应甚至超过顺风向而成为结构设计的控制性因素。
Because the across-wind dynamic responses of some high-rise buildings exceed the along-wind dynamic responses, the across-wind vibration would become the control factor of structure design.
对于某些超高层建筑，其横风向风振响应甚至超过顺风向而成为结构设计的控制性因素。
Because the across-wind dynamic responses of some high-rise buildings exceed the along-wind dynamic responses, the across-wind vibration would become the control factor of structure design.
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