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storeyed相关的网络例句

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与 storeyed 相关的网络例句 [注:此内容来源于网络,仅供参考]

Go further and you'll see a four-storeyed teaching building standing in the middle of the school.

往前走你可以看到一座四层的教学楼矗立在校园中央。

It is a twenty four-storeyed house.

这是一座二十四层的楼房。

The Norton Street property was a very large four-storeyed house which had been converted into six separated apartments.

诺顿街的单元房是一个非常大的4层高的房子已被分隔成6个分开的房间。

Covering an area of 10,716 sq.m., the exhibition hall is an environmentally-friendly four-storeyed building with a two-storeyed mainbody, floorage totaling 14,982 sq.m..

展馆位于滨江风光带C区内,项目总投资5000万元,总建筑面积14982平方米,建筑占地面积达10716平方米,是一幢主体2层、局部4层的绿色建筑。

The old revolutionary live on the ninth floor of the ninety -storeyed building rather than the nineteeth floor ,we will go to this ninetieth birthday celebration party tonight.

那儿、位老革命家住在90层楼房的第9层,而不是19层,我们今晚将去参加他的90岁生日宴会。

Them father has fallen from high-storeyed house and bruised oneself badly and after died in reanimation's clinic.

他们的父亲已下降,从高层楼及瘀伤自己不好,死亡后,在重新更动的诊所。

He fell down onto the ground from the top of a three-storeyed building and he has been in danger now.

他从三层楼顶掉在地上,现在还未脱险。

This factory has invested 1.2million to build a three-storeyed teching building of 48 square meters.

这个工厂投资一百二十万元,修建了一栋三层居住面积四千八百平方米的教学大楼。

Firstly, the paper carried out test study base on the pseudo-static test under horizontal loads on four two-spanned model members of FSMRCSS, including three 1/2-scaled two-storeyed models and one 1/3-scaled three-storeyed model. By the test study, the paper analyzed the test results, including analysis on mechanical property of the constructure under vertical loads, and failure mode, deformation capacity, aseismic performance under horizontal loads and constant vertical loads. The paper also compared LFSWSUMS with FSMRCSS on aseismatic property.

本文首先对三个两跨两层和一个两跨三层的底部大空间框支密肋复合墙结构的1/2和1/3比例模型进行伪静力试验研究,通过对底部大空间框支密肋复合墙结构在竖向荷载及与水平低周反复荷载共同作用下的受力性能的试验研究,探讨了结构的变形性能、滞回耗能和破坏形态,并与框支砌体结构进行对比分析。

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 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. Secondly, the nonlinear property of concrete is studed and the nonlinear models of FSMRCSS is builded by ANSYS. Last, The paper studies the result of ANSYS, which mainly includes the loading-displace curve of FSMRCSS under horizontal loads and constant vertical loads, the mechanics of arch under vertical loads lonely and under horizontal loads and constant vertical loads respectively, and status of the distribution and changing of vertical stress and cross shear on the surface of the suporting beam, and the influence of span ratio and hole.All in all, the caculating results are in good agreement with the test results.

本文首先进行了三个1/2比例的两跨两层和一个1/3比例的两跨三层的框支密肋复合墙梁的模型试验,分析了框支密肋复合墙梁在竖向荷载作用下的受力性能,以及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、耗能系数及破坏形态;其次,研究了混凝土的非线性特性,建立了框支密肋复合墙梁非线性有限元模型,并借助大型通用有限元软件ANSYS进行计算;再则,进行了非线性有限元结果分析,主要研究框支密肋复合墙梁在竖向荷载与水平地震力共同作用下的荷载位移曲线,分析在竖向荷载单独作用下和在竖向荷载与水平地震力共同作用下墙梁的拱作用,托梁顶面的竖向应力和横向剪应力分布及变化情况,并讨论跨度比、洞口对墙梁拱作用和托梁顶面的竖向应力的影响。

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