查询词典 arch

The word is not found in the Greek classics; but there is a large stone in the British Museum, which was found in an arch in Thessalonica, containing an inscription which is supposed to date from the time of Vespasian.

这个词是没有发现在希腊的经典；但有一个大石头在大英博物馆，被发现在一弓在塞萨洛尼卡，其中载有一题词，这是迄今为止，从时间，维斯帕先。

I was 16 years old and I moved in to live at the club's soccer academy at Thorp Arch near Wetherby.

我是16岁，我搬进在靠近韦瑟比的索普拱住在俱乐部的足球高等学校。

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。

Neck round and of medium length, strong and muscular, free of throatiness, set to carry head with dignity, but arch not accentuated.

颈部、背线、身躯颈部圆，且长度适中，结实而肌肉发达，没有赘肉，支撑着高贵的头部，圆拱不明显。

The selection situ ations of the 42 m tie bar arch and its structural design are introduced briefly .

本文介绍了西康铁路豁口特大桥的全貌和 42 m 系杆拱的选型条件及结构设计简介，重点介绍了各种施工方案的优缺点分析及优选的施工方案。

On the basis, the effect of different factors such as the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non-orientedly conservative loadings of the hanger and tie bar etc is discussed.

考虑几何非线性和材料非线性后，大跨度钢管混凝土拱桥的稳定系数最小，约为弹性稳定系数的45%，在分析大跨度钢管混凝土拱桥的稳定性时，应考虑材料非线性和几何非线性的共同作用。

The local three-dimension emulation of the connection area between the arch rib in the side and the rigid tie bar of Guangzhou Xinguang bridge is presented and the test of a large proportion of 1:3.2 model is done in this paper.

本文以广东省广州市新光大桥为工程背景，进行了新光大桥边跨钢拱肋与刚性系杆连接部位的局部三维全仿真分析和1：3.2的大比例模型试验。

On the basis,the effect of different factors such as the arrangement of lateral brace,the sloping angle of arch ribs,the stiffness of bridge deck system,the effect of non-orientedly conservative loadings of the hanger and tie bar etc is discussed.

在此基础上，本文还通过有限元模型分析，就拱的矢跨比、吊杆的非保向力效应、桥面系的刚度、横撑布置形式、拱肋侧倾角等因素对该桥整体稳定性的影响展开探讨与研究。

The thesis also does the sensitivity analysis related to the input parameters for reliability.Qingxi River Bridge is a down-support Arch Steel Tube Bridge with rigid tie bar, its main span is 90 m.

同时采用相关性原理，分析桥梁的一些不确定因素对可靠度的敏感性，较好地描述了随机变量对桥梁结构影响，同类论文在国内还不多见。

This paper adopts the method of the combination of theoretics and experiment. It guides the experiment by academic analysis. On the contrary, results of the experiment can verify the correctness of the theoretics. It has provided the foundation for the conformation design of the connection area between arch rib in the side and rigid tie bar of the Xinguang bridge and its conclusions can also provide references for the design of other same type bridges.

本文采取理论分析与试验研究相结合的方法，通过理论分析指导试验研究，反过来用试验研究验证理论分析，为新光大桥边跨钢拱肋与刚性系杆连接区域构造设计的完善提供了依据，其结论也可供其它同类型桥梁结构的设计研究提供借鉴。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。