目前，对锚杆格构梁的设计计算方法研究较少。
Currently, the study on the anchor lattice beam's design and calculating method is very scarce.
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.
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.
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.
进行了钢管混凝土格构柱偏心受压试验，试验参数为长细比。
Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
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.
《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》.
为此，作者开发了一套能满足工程需要的门式格构刚架CAD系统。
So the author manages to develop a portal lattice rigid frame designing CAD software with the meet of engineering.
本文通过工程实例探讨适合软岩边坡治理的格构梁的内力计算方法。
Internal force calculated method of lattice frame beam for projects was discussed for controlling soft rock slope.
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.
研究结果表明，随长细比的增加，钢管混凝土格构柱的极限承载力逐渐降低。
Test results indicate that the ultimate load carrying capability of the CFST laced columns compressed eccentrically reduces with the increase of slenderness ratio.
但到目前为止，对预应力锚索格构梁的设计计算还没有提出一个合理的计算模型。
But till now there isn't a proper calculated model for prestressed anchor-cable and lattice beam's design.
本文用极限平衡法求解了钢管混凝土格构柱在轴力和弯矩共同作用下的极限承载能力。
This paper describes the limit analysis of latticed columns made from concrete-filled steel tubes under combined bending and axial loading.
基于弹性半无限空间的幂级数法不能计算格构梁上的负弯矩区段，与数值分析的结果不符。
The negative moment of the beam can not be concluded by the method based on the half-space elastic foundation theory, but the negative moment is proved by the numerical analysis.
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.
通过某市友谊大道滑坡工程实例，介绍锚索格构梁在岩质滑坡治理中的设计、施工方法及效果。
Anchor-cable lattice beam is introduced on its design, construction and application effect in treatment of rock landslide by field case.
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.
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%.
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.
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.
为改善边坡的安全状况，消除隐患，采用对墙体灌浆、喷锚、预应力锚索和格构梁等综合加固方法。
To change slope safety and eliminate hidden troubles, some comprehensive strengthening methods are adopted, that is wall grouting, spray anchor, prestressed anchor and grid beams etc.
具有变截面臂架的格构式起重机之整体稳定性分析更是目前我国起重机设计分析人员所面临的难题。
The overall stability analysis of the crane's lattice jib with main and vice-jib structure is even more difficult to technician in our country.
利用有限元软件ANSYS分析了梭形三肢钢管格构柱的几何参数对其弹性屈曲荷载和屈曲模态的影响。
The finite element analysis software ANSYS was adopted to analyze the elastic-plastic buckling behavior of SPDB with stiffened panel at both edges.
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.
本文介绍锚拉桩、喷锚网、钢筋混凝土格构、注浆、加筋土等技术在三峡库区滑坡等地质灾害防治与利用的初步经验。
The using of technique of pre-stressed anchoring pile, shot anchoring net, concrete frame, grouting and reinforced soil in the prevention and utilization of landslide are introduced in this paper.
由边缘屈服准则导出的格构式压弯构件平面内稳定计算公式，同样适合蜂窝式压弯构件弯矩作用平面内稳定计算，且结果偏于安全。
The in-plane stability formula of the lattice beam-columns derived from the edge yield criteria also applies to the castellated beam-columns, and the results are conservative.
本文利用ANSYS有限元程序通过正交设计的方法对格构式斜腿刚架进行了平面外整体稳定承载力参数分析，得到显著影响因素。
By means of the finite element program ANSYS and using orthogonal design method, the parameters having effect on the stability of this structure were analyzed and primary factors were obtained.
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.
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.
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