查询词典 floor

One time, with the top floor attic from "unsalable goods" become a sought-after "香饽饽", by the almost frenzied pursuit of consumers, there cocklofts donated the top floor of residential properties for sale often排号subscription was set during the walk .

有一次，与顶层的阁楼从&滞销品&成为抢手的&香饽饽&，由几乎疯狂追求的消费者，有阁楼赠送的顶层住宅物业出售往往排号认购期间成立步行。

Many Cape Cods have three or four rooms on the ground floor and two small rooms on the second floor.

许多科德角式住宅在一楼有3至4间房，在二楼有两间小房。两层式住宅。

According to coordinated deformation of the floor system, the theoretical formulas of the horizontal bending of the crossbeams of the composite floor system where the concrete slab only combines with the stringers are deduced. In combination with numerical examples, the main factors influencing the horizontal bending of crossbeams are analyzed.

本文针对高速铁路混凝土板仅与纵梁结合的纵横梁体系，从结合桥面系变形协调出发，推导出横梁面外弯曲问题的计算公式，并结合算例分析各种因素对横梁面外弯曲问题的影响。

It introduces some dominances of the floor heating ,analyzes the existing problems from two aspects of design and application,and points out the floor heating dominances of comfort and energy conservation will make it becoming the architectural heating tendency in future and being worth to generalize extensively.

介绍了地板采暖的几大优势，并从设计和应用两方面分析了地暖存在的问题，指出地暖将以其既舒适又节能的优势成为未来的建筑采暖趋势，值得广泛推广使用。

It should be noted that a variety of propaganda on the streets of paper, I find that this special field of Columbia and 13 times the floor, sale, 13 times the floor, ECCO sale more than 350-500 a pair of shoes, I do not know whether or not cheaper .

应当指出的是，各种宣传的街道上了，我发现，这个特殊领域的哥伦比亚和13倍的发言，销售， 13次发言，爱步销售超过350-500一对鞋，我不知道或不便宜。

Five-story shop floor, above all, but each floor is spacious.

五层楼上面都是商店，而且每层楼都宽敞。

The major content of this thesis are as follows:1 Performed FEM analysis before strengthening, and to find out the reason for the cracking and present a strengthening scheme;2 Performed nonlinear FEM analysis before and after strengthening, and to get the varying rule of the relative displacement between the on-site cast concrete side wall and that between the precast concrete arch and the floor, as well as the stress distribution of the gallery;3 Performed on-site observation experiments on the 7~th gallery, and to get the varying rule of the relative displacement between the on-site cast concrete side wall, as well as that between the precast concrete arch and the floor.4 The results of the computation were compared with those of experiments, which verified the effect of the strengthening.

本文的主要工作有： 1 对加固之前的廊道结构进行有限元计算，找出廊道底板开裂的原因，提出加固方案； 2 对加固前后廊道结构进行非线性有限元计算，得到加固前后廊道两现浇边墙相对位移、拱顶与底板相对位移随水库水位变化的规律和廊道结构的应力分布情况； 3 进行廊道加固前后现场观测试验，得到廊道两现浇边墙相对位移以及拱顶与底板相对位移随水库水位变化的规律； 4 对比分析加固前后现场观测试验与非线性有限元计算所得结果，论证加固方案的合理性，验证加固效果。

The arch bending on the top of the original main arch ring corresponds to every arch rib and the bottom beam on its landscape orientation. As a result it becomes a down arc frame similar to slab-and-beam floor system. On the arch bending and bottom beam just established, standing pillar, main beam, horizontal rib beam and bridge front-panel would be built subsequently. Both ends of the main beam would then be put off the new hat beam made of reinforced concrete. Now, it becomes an upper slab-and-beam floor system. Two decks will be joined together on the middle of the bridge, which forms the ability of spanning and loading.

在原主拱圈拱肋相应位置处增设拱伏，横向增设底梁，形成一个下层弧形的类似肋梁楼盖的结构；在已浇筑好的拱伏与底梁上，继续现浇立柱、主梁和横向肋梁、桥面板，主梁的两端搁置在桥台处新增加的钢筋混凝土台帽梁上，形成一个上层肋梁楼盖结构，并且上下两层楼盖在桥梁跨中互为渗透结合成一个牢固的整体，共同完成了跨越和承载的能力。

In this dissertation, the arch bridge was discretized by the FEM according to its structural characteristics with the spatial beam element simulating the tied beams, end floor beams, middle floor beams, arch ribs and the like and with the spatial link element simulating the suspenders to erect the bridges spatial mechanical computational finite element model.

该拱桥的拱肋主要承受压力，弯矩较小；系杆梁虽然是一拉弯构件，但由于布置有多道预应力筋，截面全跨受压；吊杆张拉力比较均匀，且吊杆张拉力对桥面系的线形控制作用比较明显；桥梁各构件受力和变形均在桥梁设计规范规定范围之内，表明桥梁结构受力合理。

Relation of main workshop with different structure, internal force of slab floor and stiffness of bearing beam is discussed by finite element program considering space frame of slab floor, and its result is concluded.

使用考虑楼板作用的空间框架有限元程序，对不同结构型式的主厂房、楼板内力与支承梁刚度的关系进行探讨，并对其结果进行分析总结。

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。