The influence of friction energy dissipating bracing stiffness on suppressive effectiveness of structure vibration;
耗能支撑的斜撑刚度对框架结构减震效果的影响
First,the solution to the bracing stiffness optimization problem of braced frame structure on rigid foundation is studied with the structure soil interaction taken into consideration.
本文在文献〔１〕刚性地基上框架—桁架结构斜撑刚度优化数学模型中，考虑结构—地基相互作用，将位移相互作用影响系数引入优化数学模型中。
Analysis and design method for transfer truss with diagonal brace that was widely used in Beijing MOMA was studied.
针对在北京当代MOMA工程中广泛应用的带斜撑整体转换桁架结构体系的理论分析与计算研究,从结构受力分析及变形等方面总结转换桁架与普通转换梁之间的差异;通过对带斜撑与不带斜撑整体转换桁架的计算比较,分析设置斜撑对改善整体转换桁架受力性能的作用;结合工程实际给出避免地震作用下斜撑失效后结构发生连续倒塌的补充设计方法;并指出型钢混凝土材料在此类结构中应用的优势。
In this paper, by means of shaking table test study on 15-floors reinforced concrete frame model with hetero-columns and diagonal braces, the natural vibration property, history process and frequency-spectrum feature of earthquake action are analysed.
通过１５层钢筋混凝土异型柱斜撑框架结构模型的模拟地震振动台试验，研究了斜撑框架结构的自振特性、地震反应时程及频谱特征，并采用空间结构有限元分析程序进行了建模研究和理论计算。
The article analyses the error of compound internal forces of diagonal brace in full live loading method, and amends the compound factor of internal forces under vertical loads.
针对TBSA的满布活荷载法可能给斜撑组合内力带来的误差，本文作了定性和定量分析，并对垂直荷载作用下的单工况内力组合系数进行了修正。
The complex damping properties are analyzed for the combined damping elements of brace and viscous dampers or viscoelastic dampers in series.
利用复模量阻尼理论研究粘滞阻尼器和粘弹性阻尼器与斜撑串联的复合阻尼元件对结构减振效果的参数影响及耗能减振体系反应分析的简化计算方法。
It is introduced how to estimate the lateral displacement of the multiple floor and single span braced frames.
主要介绍了如何快速估算有斜撑多层单跨结构的顶点水平位移的方法。
The application of triangle homolateral supporting bar inclined shore in prevent waterwave concret wall;
混凝土防浪墙支模三角形同侧拉杆斜撑的应用
Effect of diagonal bracings in the sidewall of plastic greenhouse frames on longitudinal stiffness;
斜撑对塑料大棚侧壁纵向刚度的影响
In a foundation pit in soft soil area, gravity retaining wall with diagonal bracing is used as well as those without bracing.
在软土地区一大型基坑中，同时采用了竖向斜撑对水泥搅拌桩重力式挡土墙进行加强和单纯采用重力式挡土墙两种基坑围护形式。
When the engineering piles and support piles are put into full practice,measures such as well point unwatering,unloading and punctual diagonal bracing are used according to the different excavation depths in the foundation pit so that construction time has been shortened,safe construction of the underground garage realized and the safety of the surrounding buildings secured.
在充分利用已有工程桩和支护桩的情况下,根据基础各部位开挖深度的不同,采取井点降水、卸载及临时斜撑等措施,达到缩短施工周期和保证地下车库施工安全与基坑周围建筑安全的基坑支护目的。
a sail extended by a sprit.
用斜撑帆杆支撑的帆。
The external frame is composed of24 inclined concrete-filled columns, steel horizontal ring beams, and steel diagonals.
钢结构外筒由24条斜向立柱、平斜向环和斜撑组成。
Indeed, wind bracing also was not generally required.
实际上，也没有普遍要求设置抗风斜撑。
corner brace of base metal[or doors , windows or shutters of buildings]
金属制角斜撑[用于建筑物的门窗或百右窗]
Dynamic Characteristics Analysis of Single Rib Braces CFST Arch Bridge
单肋斜撑钢管混凝土拱桥动力特性分析
Improvement of Structure Lateral Rigidity by Crossing Inclined Support
交叉斜撑法应用于改善结构楼层侧向刚度
Analysis of Nonlinearity Stability of CFST Arch Bridge with a Single Rib and Inclined Supports
单肋斜撑钢管混凝土拱桥非线性稳定性分析
STUDY ON RIGID FRAME-EQUIVALENT BRACE MODEL OF MULTI-RIBBED SLAB STRUCTURE
密肋壁板结构刚架-等效斜撑计算模型研究
ESTIMATION FOR BRACED MULTI-FLOOR AND SINGLE SPAN FRAME'S LATERAL DISPLACEMENT
单跨多层有斜撑平面框架顶点水平位移的估算
Contract stress analysis of sprag overrunning clutch and life prediction
斜撑式超越离合器楔块的曲线拟合及寿命预测
One of the sloping beams that supports a pitched roof.
椽支撑起一个斜屋顶的斜梁中的一根
Any of several parts of standing rigging strengthening the bowsprit and jib boom against the force of the head stays.
艏斜桁撑杆，艏斜桁撑杆支索一种直立索具，用以加固船首斜桁和船斜帆桁，以抵御船头支索力量
one of several parallel sloping beams that support a roof.
支撑房顶的一些平行的倾斜的横梁。
The wall was out of perpendicular so they shored it up.
墙有些倾斜了，他们把它支撑起来。
The Seismic Behavior Factors of Single Sway Rod Concentrically Braced Steel Frames
单斜杆中心支撑钢框架强度折减系数
The Feather Field Slanting Roofing High Structure Support Designs and Constructs
羽毛球场斜屋面高架支撑设计与施工
To draw the spring-leaf retainer can use the similar method with the wedge which has a smaller obliquity.
对于弹簧的支撑圈,方法类似,只是楔形体的斜面倾斜角度要小一些。
When pile up the roller in the wall or( carriage vertixally), the best gradient is5°-8°.
辊棒靠墙(支撑架)直堆放时，倾斜角度5-8度为宜。
