针对本工程为重型钢结构，对厂房采双层格构式刚性支撑方案，单位面积用钢量节省10%左右。
For this project is a heavier steel structure, plant production double-layer lattice rigid support scheme, the amount of steel per unit area save about 10%.
本文对格构式变截面吊臂金属结构的临界力计算作了理论分析。
This paper theoretically analyzes the critical force in metal hoisting boom structure of lattice type and variable section.
针对本工程为重型钢结构，对厂房采双层格构式刚性支撑方案，单位面积用钢量节省10%左右。
In view of this project is the heavy steel structure, picks the double-decked trellis type rigidity support plan to the workshop, the unit area saves about 10% with the steel quantity.
预应力锚索格构梁复合结构是一种近年来广泛用于边坡支挡和滑坡治理等方面的主动防护体系。
The complex structure of prestressed anchor-rope and lattice beam is a kind of active protective system which is wild used on slope protection as well as landslide disposing at recent years.
《钢结构》教材中有关格构柱计算部分存在一些疏漏不妥之处。
This article gives some discussions about the calculate of the lock column in the text 《Steel Structure》.
从结构的几何非线性分析着手，研究截面为三角形的空间格构式斜腿刚架的平面内整体稳定。
Based on the geometric non-linear analysis, the in-plane global stability of Space Lattice Tilted Column Frame of Triangle Section(SLTCF)is studied.
应用钢管混凝土结构设计规程，对钢管混凝土格构柱偏心受压试件进行面内整体承载力计算。
The in-plain ultimate load carrying capacity of concrete filled steel tubular(CFST) laced columns compressed eccentrically is calculated based on design guidelines for CFST structure.
该文介绍了格构锚固的特点、结构机理及其在高切坡防治中的应用。
Framed anchor features, structure mechanism and its application in controlling high cutting slope are introduced in the paper.
格构梁与锚管注浆复合结构是治理滑坡的一种有效措施。
The lattice beam and anchor pipe grouting composite structure is an effective engineering measure in landslide control.
格构锚固结构是边坡治理中的一种有效的抗滑结构。
Lattice frame anchor reinforcement is a new structure to prevent slope sliding.
通过对类似塔式起重机塔身的悬臂格构式结构的受力分析，引入了这类悬臂结构端部水平位移的便捷算式。
By means of analyse to the cantilever lattice structure such as crane body, a simple algorithm is introduced.
主要结构是由格构梁构成，柱子支撑间距为4.5米，通过一个支撑框架没1.5米开缝来支撑。
The main structure is made of latticegirders and pillars spaced at 4.5 m and braced by a supporting frameworkslotted in every 1.5 m.
板锥网壳结构是一种新型的空间结构 ，它是在板锥单元和常规的双层网壳结构的基础上 ，组合形成的一种新型半连续化、半格构化的结构形式。
In this dissertation, a continuum analogy method for plate cone reticulated shell which is equivalent to the three layer shell analogy method is put forward.
阐明了格构增强型复合材料夹层结构的受弯极限承载能力。
The flexural ultimate bearing capacity of LRS are studied which can be used as reference to engineering practice.
阐明了格构增强型复合材料夹层结构的受弯极限承载能力。
The flexural ultimate bearing capacity of LRS are studied which can be used as reference to engineering practice.
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