composite wall中文什么意思

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用"composite wall"造句

复合墙
组合墙

composite: adj. 1.并合的，复合的，混成的，合成的，集成的。 ...
wall: wall2 演戏般转动(眼睛)。
composite plane wall: 衬合墙
cwg composite wall graft: 套叠型复合血管(移植物)
composite: adj. 1.并合的，复合的，混成的，合成的，集成的。 2.【建筑】混合式的；【造船】铁骨木壳的。 3.【植物；植物学】菊科的。 n. 1.合成物；混合蜡烛，混合客车，综合照片；混合式(建筑物)。 2.【植物；植物学】菊科植物。

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例句与用法

First of all , the paper carried out test study on four two - spanned model members of fsmrcwb , including three 1 / 2 - scaled two - storeyed models and one 1 / 3 - scaled three - storeyed model . the study considered such factors as span ratio - l1 / l2 , height - span ratio - hb / l of the beam , and cavity etc . . the paper analyzed the test results , including analysis on mechanical property of the composite wall beam under vertical loads , and failure mode , deformation capacity , aseismic performance under horizontal loads and constant vertical loads
首先，进行了三个两跨两层和一个两跨三层的框支密肋复合墙梁的模型试件试验研究，主要内容包括：框支密肋复合墙梁在竖向荷载作用下的受力性能，在竖向荷载与水平低周反复荷载共同作用下的受力性能、变形性能、滞回性能和破坏形态，并将框支密肋复合墙梁试验与框支砌体墙梁试验进行对比分析。
At last , the paper , based on mechanical analysis , proposed anti - shear force formula of the composite wall and internal forces formulas of the beam under vertical loads , and explored theaseismatic design method of the fsmrcss . all in all , the paper drew the conclusion that fsmrcss is better than lfswsums on aseismic performance . fsmrcss is a new ideal asesmic constructive systerm
最后，在对底部大空间框支密肋复合墙结构进行受力机理分析的基础上，提出其在竖向荷载作用下墙体的抗剪计算公式和托梁的内力计算公式，并就底部大空间框支密肋复合墙结构的抗震设计方法进行了探讨。
Therefore , to replace the latter with the former has far - reaching importance . the paper probed the possibility of applying mrss to the upper structure of buildings with commodious space at the bottom , the feasibility of replacing lfswsums with frame - supported multi - ribbed composite slab structure ( fsmrcss ) . the paper mainly focused on study on the major bearing member in fsmrcss - frame - supported multi - ribbed composite wall beam ( fsmrcwb )
本文探索将密肋壁板结构应用于底部大开间、上部小开间的多层及中高层住宅结构的可能性，以探索将框支密肋壁板结构取代底部框剪砌体结构的可行性，重点研究对象是框支密肋壁板结构中的重要受力构件?框支密肋复合墙梁。
Lastly , the paper , based on mechanical analysis , proposed anti - shear force formula of the composite wall and internal forces formulas of the beam under vertical loads , and aseismic formula of the composite wall and aseimic computation method of the beam . all in all , the paper drew the conclusion that fsmrcwb is superior to fsmwb on aseismic performance , and put forward some advice for the design of fsmrcss
最后，在对框支密肋复合墙梁进行受力机理分析的基础上，提出其在竖向荷载作用下墙体的抗剪计算公式和托梁各截面的内力计算公式，以及在地震作用下墙体的抗震计算公式和托梁的抗震计算方法。
Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program , the study of composite wall , with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained , also the influence to wall ' s stiffness and bearing capacity by kinds of factors , including wall ' s shear span ratio , member ' s section , bar arrangement , etc . based on the hammer blow test and stiffness test , a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed
在对密肋复合墙板运用ansys ~ ( ( ? ) )程序进行数值模拟、分析验证的基础上，对典型组合墙体在不同连接构造和不同荷载效应组合作用下的受力形态和破坏模式进行研究；计算分析了复合墙体剪跨比、边框柱截面尺寸、边框柱配筋大小以及墙板内肋梁肋柱配筋等诸多因素对密肋复合墙体承载力及刚度的影响，得出其变化规律。

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composite wallとは意味

composite wall meaning

composite wall中文什么意思

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