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The size of the anchor bolt cleading and the aperture therein should be identical with that of the base plate in the upside structure.

地脚螺栓的套板,其尺寸及套板上的开孔与日后上部结构中柱脚底板的尺寸及开孔相一致。

They feature a cappuccino / silver upper constructed from suede along with textured material on the side panels and toe box

他们具有卡布奇诺/银上部结构绒面质料与质感的侧面板和脚趾盒

There are many buildings that were slanted and broken down because of the underground water's buoyance pressure in the sea cities such as Shenzhen, Dalian and Qingdao, where there are plenty of water in the underground.

在地下土层含水丰富的沿海城市如深圳、大连以及青岛等,由地下水水浮力所造成的建筑物、构筑物等上部结构发生倾斜、倒塌的事故屡屡出现,使得抗浮问题日益突出。

There are many buildings that were slanted and broken down because of the underground waters buoyance pressure in the sea cities such as Shenzhen, Dalian and Qingdao, where there are plenty of water in the underground.

在地下土层含水丰富的沿海城市如深圳、大连以及青岛等,由地下水水浮力所造成的建筑物、构筑物等上部结构发生倾斜、倒塌的事故屡屡出现,使得地下室抗浮问题显得日益突出。

The upper structure type and hole position of open caisson has an obvious influence on wave-breaking effect.

开孔沉箱不同的上部结构形式及开孔位置,对自身的消浪效果均有明显的影响。

The superstructure has a depth of 3 ft. 6 in. with a marked camber of 19 ft. 8 in

上部结构的建筑高度为3英尺6英寸,有19英尺8英寸显著的上拱度。

During design of pile raft foundation, reacting force raft board bottom is very important,and it not only suffers the stiffness influence of upper structure,and the degree of solidifying that still suffers the constantly change of base soil along with the increase of time reaches and the influence that time efficiency of base stiffness.

桩 -筏基础设计时,筏板底部的地基反力的确定是十分关键的,它不仅受到上部结构的刚度影响,还受到地基土的固结度随着时间的增长而不断变化及地基刚度的时效性等的影响。设计时其计算模型的建立又和桩-筏的刚度有关。根据地基土在桩-筏基础的作用下的实际受力状况,结合工程实例,提出桩-筏基础设计时简化计算的 3种模型及 3种型使用时的注意事项

The main way of the method of beam grid is to simulate the top structure with a equivalent beam grid, and concentrates the scattered bending rigid and tension rigid in slab or box beam into the close equivalent beam grid, and the longitudinal rigid of the real structure is concentrated in longitudinal beam rigid, and the lateral rigid is concentrated in lateral beam rigid.

梁格法的主要思路是将上部结构用一个等效梁格来模拟,将分散在板式或箱梁每一区段内的弯曲刚度和抗扭刚度集中于最邻近的等效梁格内,实际结构的纵向刚度集中于纵向梁格构件内,而横向刚度则集中于横向梁格构件内。

This paper introduces dismantling design and construction of the trestle bridge,and puts emphasis on reinforcement design in dismantling construction of the trestle bridge,dismantling construction gist of road plates of bridge,Bailey beams and steel pipe piles.

栈桥桥面宽8·0m,按双车道设计,顶面设计标高为7·0m。栈桥为多跨连续梁,梁上部结构为单层321贝雷桁架,梁高1·5m;栈桥跨径有12m及15m两种;下部结构采用打入式钢管桩基础,按摩擦桩设计,桩径分800、600mm两种,桩长20~40m。

However, a vast amount of research demonstrates that dynamic interaction has a great influence on the dynamic characteristics of superstructures, and interaction system seismic response may greatly change.

然而,大量的理论分析和研究表明,在地基土质较差的情况下,地基-基础-上部结构动力相互作用对结构物的动力特性具有十分重要的影响,其地震响应将发生显著的变化。

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