建筑结构荷载规范 meaning in English
loading code for design of building structures
Examples
- Building constructions - specifications for loads of architectural structures
建筑结构荷载规范 - Loading code for design of building structures
建筑结构荷载规范 - In this paper , load effect combination , resisting buoyancy of basement , load combination of basement outer wall and basement soleplate and equivalent uniform live load of fire engine basing on " load code for the design of building structures " are discussed
摘要该文探讨的是《建筑结构荷载规范》中有关荷载效应控制的组合、地下室抗浮、地下室外墙和底板的荷载组合以及消防车等效均布荷载的确定等内容。 - Multi - span plastic greenhouse structure design theory has been studied systemic which include design loads , design methods and system optimization designs aimed at the situations above - mentioned , meanwhile , theory analysis and designs have been completed for series east - china multi - span plastic greenhouses in accordance with the local climate characteristic . some elementary conclusions are summed up : ( 1 ) in the aspect of multi - span plastic greenhouse structural design loads researches , based on the contrast analysis of loads provided in foreign and chinese standards , analysis and discussion are mentioned about the definition loads , the estimation and load cases for multi - span plastic greenhouse structural design in details , some conclusions are summed up first : i , wind load : under the present conditions , it is unnecessary to
得到一些初步的结论： ( 1 )在连栋塑料温室结构设计荷载研究方面，从分析比较国外关于温室建筑及我国工业与民用建筑设计荷载规范的角度出发，针对连栋塑料温室结构设计中的荷载定义方法、计算取值、荷载组合等进行了较深入的探讨和分析，首次得到以下结论： 、风荷载：在现有条件下，考虑风压高度变化系数、阵风作用因子和风荷载体型系数，按中国建筑结构荷载规范( cbj9 ? 87 )计算风荷载是可以的，不必进行重现期博士学位论文摘要修正。 - On basis of this property a new type of coherence function was proposed and a simplified method of analyzing structure ' s wind - induced response and equivalent load was proposed . wind tunnel experiments with the caarc standard tall building model was executed to verify the proposed method with the dynamic balance technique . the comparisons show the good agreement on the basis of linear mode shape assumption that is used in balance technique
按照简化方法计算的基底倾覆弯矩功率谱、基底弯矩响应、顶部加速度和位移响应等参数均能与高频底座天平试验的结果较好的符合，等效设计荷载的计算结果也与按照《建筑结构荷载规范》的计算结果具有一定的可比性。