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Through comparing the calculated values with experimented results, the research result indicates that the actual situation of the lattice beam can be well reflected by using two stages Moreover, the simplified foundation pressure is of benefit to the hand labor calculation.

通过对比分析理论计算最大值、采用简化的地基反力计算值和实测值,结果表明采用两阶段设计能较好地反应格构梁的实际受力情况,且设计安全,而简化的地基反力为手工计算带来了方便。

The design approach for aluminium alloy grid structures and the design results of Yiwu Natatorium are presented.

义乌游泳馆屋盖采用大跨度倒置式铝合金格构式结构在我国工程应用中尚属首次。

To satisfy working performance of joints, the haunched beam and the reinforced truss at joints are applied properly, meanwhile the formula for shear strength and the analysis of rotational stiffness are presented in detail.

为保证节点的工作性能,采取梁端加腋和设置节点加强桁架的构造措施,并提出了格构式钢骨混凝土节点抗剪强度计算公式及转动刚度分析方法。

Two complemented lattices L_1, L_2 are said to be of the same "type" if they have identical sets of tautologies.

一个具有最小元O及最大元I的格L,如果在其中又定义了一个单值的1元运算&′&能适合O′=I,I′'=O,则称L为一可补格,一个命题演算良构式A(设只含命题连接词A,V,~),如果命它的变数在L中任意取值且将A,V,~分别解释为L中的运算∩,U,′时,A永远得到值I,则称A为L上的恒I式,当两个可补格L_1,L_2上的恒I式集相同时,称L_1,L_2为同型的,本文就是讨论可补格按同型关系分类的问题,所得结果如下:定理设有限可补格L_2适合条件:,存在一良构式A能使则任一可补格L_1与L_2同型的一个充分必要条件是:(A_1)。

Based on the calculating result and from the point of the safe reliability, technical availability, economic rationality, etc, the author makes use of the reinforced scheme of network beam to reinforce and harness the landslide body, and set up perfect drainage system and supervision system during construction and utilization.

根据滑坡体稳定性分析计算结果,从安全可靠、技术可行、经济合理多方面综合比较分析,采用格构式加固体系的加固方案对滑坡体进行加固治理,并建立完善的排水系统,滑坡体施工期及运行期监测系统。

Based on the calculating result and from the point of the safe reliability, technical availability, economic rationality otc, the author makes use of the reinforced scheme of network beam to reinforce and harness the landslide body, and set up perfect drainage system and supervision system during construction and utilization.

采用格构式加固体系的加固方案对滑坡体进行加固治理,并建立完善的排水系统,滑坡体施工期及运行期监测系统。

Plate cone reticulated shells are a new type of space structures.

引 言板锥网壳结构是一种半连续化、半格构化的新型空间结构,它是由板片组成锥体单元,按空间网壳结构的曲面形状,将锥体单元通过底边拼接成整体,各锥顶再用杆件有规律地相互连接,以形成板锥网壳结构体系。

In order to enhance the stability of single layer dome, Vierendeel dome was presented by employing lattice bar.

为了提高单层网壳结构的稳定性,将格构式压杆引入单层网壳,提出了空腹网壳的概念。

It is equipped with 100 tons of largest truss tonnage, which is one of the typical projects in lattice column and large-tonnage truss project of the currently domestic single-layer steel buildings.

设有最大桁车吨位为100吨。是目前国内单层钢结构建筑中,格构柱、大吨位桁车工程典型项目之一。

A total of 22 four-tube Concrete Filled Steel Tubularlaced columns are tested,with the experimental parameters being slenderness ratio and eccentricity.

进行共计22根四肢钢管混凝土格构柱的极限承载力试验,试验参数为长细比和偏心率。

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