shearwall造句
例句与造句
- The structure of shearwall has been used in multi - storey buildings
摘要剪力墙结构被广泛应用于多、高层建筑。 - The frame should work together with shear wall in the frame - shearwall structure
摘要框剪结构是一种常见的建筑结构形式。 - Because the influence is low to shear the factor that shearwall anti - shear strength more , and each factor returns the interaction
由于影响低矮剪力墙抗剪强度的因素较多，且各因素之间还相互作用。 - The paper illustrates the principle of rational arrangement of shearwall in the structure from the virwpoint of study and practice
文章分析其结构特性入手，结合工作实践，较详细地论述了剪力墙的合理布置原则，并进行了校核。 - The steel reinforced concrete frame - shearwall structure with a transfer steel truss located at a higher lever is complicated so that its seismic performance is not specific
带高位大跨度钢桁架转换层型钢混凝土框架?剪力墙结构是一种复杂体型建筑结构形式，结构受力机理不明确，设计难度大。 - It's difficult to find shearwall in a sentence. 用shearwall造句挺难的
- It is obvious that transfer stories are weak . however , the shearwall connected to steel truss transfer stories is good and the overall structure can satisfy seismic fortification requirements
揭示钢桁架转换层是结构的薄弱环节，与钢桁架相连竖向构件抗震性能良好，整体结构满足抗震要求。 - Based on the experimental study of shear performance of prestressing shearwall , this paper analyses the limit of the shear performance of sheawall added the prestress , and discusses the shearing bear capacity in shear breakage
通过对预应力剪力墙的抗剪性能试验研究，分析施加预应力对剪力墙结构的极限抗剪能力提高程度以及在剪压破坏形式下抗剪承载力的提高程度。 - Members section of the steel truss are designed mainly according to vertical load , which earthquake load can not change . however , changes of members stress should be regarded , such as the steel truss members connecting shearwall
钢桁架转换结构设计主要受竖向荷载控制，地震荷载不改变其主控荷载，但对地震荷载作用下钢桁架构件受力的变化应予以重视，尤其是与竖向构件连接的钢桁架两端构件。 - In tall buildings , for frame - shearwall structure with steel truss transfer story with large span , studies on its dynamic characters and seismic performance are performed . with different transfer story location at the structure , the difference analysis about the structures to period and mode , displacement , and shear etc . is performed in detail . and the vertical load effect to the steel truss transfer story with large span is analyzed
对于高层建筑中带大跨度钢桁架转换层的框架?剪力墙结构，分别对不同转换层设置高度下整体结构的动力特性和抗震性能进行了分析，对整体结构的周期和振型、整体结构的位移和层间位移、结构的剪力和层间剪力等方面性能的差异进行了研究；对大跨度钢桁架转换层在竖向地震作用下对其受力的影响进行了研究。 - Main research in this text contents : ( 1 ) the collections sorting is domestic and international and low shear walls anti - shears the strength experiments the data ; ( 2 ) the robustness design in application method analysis influence shears the factor that shearwall anti - shear strength ; ( 3 ) experiment the result take into with theories analysis the comparison
本文主要研究内容： ( 1 )收集整理国内外低矮剪力墙抗剪强度试验数据； ( 2 )运用稳健设计法分析影响剪力墙抗剪强度的因素； ( 3 )试验结果与理论分析加以比较。 - In this paper , the author combines the theory analysis with the experiment research method , and discusses the seismic behaviours , 3d elaborate finite element analysis and simplified model analysis of a kind of multi - function tall building - " sub - shearwall supported by frame " , which is applied widely today . the main contents are as follows : in order to observe the failure process and the earthquake response of the complex structure , and to analysis the seismic behaviour of the structural system and structural members , a 1 / 20 cement mortor model of a complex tall - building which is about to be built was producted and the shaking table test of this model under 26 sorts of earthquake loads was made . using sap2000 finite element analysis program , a 3d analysis model was built in computer , and the elastic time - history analysis of the model was done
本文采用理论分析和试验研究相结合的方法，研究了目前应用较多的综合性大厦? ?框支分区剪力墙高层商住楼的抗震性能及空间精细分析和简化分析方法，主要内容为以下几方面：对一拟建的复杂高层建筑结构，采用1 20比例的空间整体模型，进行了26种工况下的模拟地震振动台试验，观察了结构的破坏过程和地震反应，分析了结构及构件的抗震性能；建立了结构的精细空间模型，利用sap2000n大型有限元分析程序对结构进行了弹性时程分析；通过有限元分析与试验结果的对比，对结构的抗震性能和抗震能力做出综合评价，认为该结构由于转换层上部去掉部分楼板，既可满足建筑设计的通风、采光等要求，又可达到协调结构转换层上、下楼层抗侧刚度的效果，是一种较理想的有多道抗震防线的结构型式。 - Based on a shaking table experiment of steel reinforced concrete frame - shearwall structure model with steel truss transfer stories and finite element analysis , its seismic performance is studies deeply . in order to evaluate the structural seismic performance , three approaches , shaking table experiment for simulating earthquake , time - history analysis method and static elastic - plastic analysis method , are used in this project
本文的主要工作是研究和评估带高位大跨度钢桁架转换层型钢混凝土框架?剪力墙结构的抗震性能，为此，采用了三种方法：模拟地震振动台试验方法；弹性时程分析方法；弹塑性静力( push - over )分析方法，展开了对课题的研究。
