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horizontal load     
相关语句
  水平荷载
     The paper analyses static performance of structure represented by mega-frame steel structure and further investigates actuating mechanism, mechanics characteristic and deformation of structure in vertical load and horizontal load.
     针对巨型结构的一种常见结构-巨型框架结构,本文以巨型钢框架结构为代表分析了巨型框架结构的静力性能,深入研究了结构在竖向荷载和水平荷载下的传力机理、力学特性和变形特点。
短句来源
     Based on practice of offshore engineering and deflection characteristics of single pile under horizontal load, this paper presents a new physical model and calculation formula for the equivalent pile.
     基于近海工程实践和水平荷载作用下单桩的变形特征,本文介绍了等效桩的一种新的物理模型和计算公式,并结合实例,详细阐述了这种等效桩的计算方法。
短句来源
     So, for the design of prestressed frame, the later coefficient may be considered as the parameter of modulation of moment and the moment modulated is the moment caused by the vertical load plus the one by the horizontal load.
     因此,在预应力框架设计中,可以取只承受竖向荷载的弯矩调幅作为其调幅标准,调幅弯矩为竖向荷载产生的弯矩与水平荷载产生的弯矩之和,即用最小的弯矩调幅系数来调整截面的弯矩。
短句来源
     Internal Force and Displacement Analysis of Framed Shear-wall Structure at Horizontal Load
     框架─剪力墙结构水平荷载的内力位移分析
短句来源
     The high strain dynamic load tests, vertical static load tests and horizontal load tests for part of PHC trial piles of East China Sea Bridge are described.
     介绍东海大桥部分PHC试桩的高应变动测、竖向静载和水平荷载试验情况。
短句来源
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  水平载荷
     THE IMPROVEMENT OF MEASUREMENT METHOD FOR TYER HORIZONTAL LOAD IN DROP-TEST
     落震试验机轮水平载荷测量方法的改进
短句来源
     Measurement of horizontal load subjected to aeroplane undercarriage tyre
     飞机起落架机轮水平载荷的测量方法
短句来源
     Test Investigation of Horizontal Load Magnification Factor The Nose Undercarriage of Fighter
     歼击机前起落架水平载荷动荷系数的试验研究
     The Research on Manufacturing Point Displacement Calculation of NC Precision Table Under the Horizontal Load
     数控精密工作台水平载荷作用下加工点位移计算的研究
短句来源
     Based on the principle of displacement superposition, this paper presents displacement formulas of working point in NC precision table with six slides under the horizontal load
     本文根据位移叠加原理 ,提出了在水平载荷作用下数控六滑块精密工作台上加工点的位移计算公式
短句来源
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  水平力
     APPROXIMANTE CALCULATION OF THE DEFORMATION AND INTERNAL FORCE OF VIERENDEEL TRUSS UNDER HORIZONTAL LOAD
     空腹梁框架在水平力作用下变形及内力的近似计算
短句来源
     (3) slit holes are recommended in the connection between slit wall and the top beam to realize the design philosophy of slit wall for carrying horizontal load only;
     (3)建议竖缝剪力墙和钢框架梁采用开竖向槽孔的高强度螺栓摩擦型连接,以实现带竖缝钢筋混凝土剪力墙不承受竖向荷载,只承受水平力的设计思路;
短句来源
     The main reason of the structure lateral displacement is the horizontal load.
     引起结构侧移的主要原因,是水平力的作用。
短句来源
     Associated with the practical engineering of the Nanpu rainbow bridge in Ezhou city of Hubei province, using this solution to calculate the displacement of pier under horizontal load of various cases.
     结合湖北鄂州市南浦虹桥的工程实例,利用此解计算了各种工况下墩台在受水平力作用时的位移。
短句来源
     (3) With the application of plastic-hinge-emergence structural reliability analysis method, former analysis is integrated, the stochastic parameters is calculated and tested, the difference of reliability between typical RAC frames capacity and that of NAC frames under the combined effect of vertical load and horizontal load is investigated through calculations of examples.
     (3)在上述梁、柱分析的基础上,运用基于塑性铰出现的结构体系可靠度计算方法,根据规范公式计算了再生混凝土梁、柱塑性弯矩的统计参数并进行检验,通过算例比较了典型再生混凝土和普通混凝土框架在竖向力和水平力共同作用下的可靠度变化。
短句来源
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  水平承载力
     horizontal bearing capacity, process and mechanism of failure for model specimens under the action of vertical and horizontal load are analyzed.
     对模型在竖向及反复水平荷载作用下的破坏过程、破坏机理和水平承载力等进行了分析;
短句来源
     The paper introduces calculation for the vertical and horizontal load bearing capacities of poured piles with major diameter.
     介绍了大直径灌注桩的竖向和水平承载力的计算。
短句来源
     For overcoming the limit of construction site during extending the provious factory building,the requirements of pile foundation and related calculation method of horizontal load are presented when single pile foundation beneath column is used in design,and the some problems are considered in construction.
     讨论了在旧厂房扩建工程中 ,为克服场地限制 ,在采用柱下单桩基础设计时 ,桩基础构造要求及相应的水平承载力的计算方法 ,并指出施工中应注意的问题。
短句来源
     In light of the characters of squeezed branch pile's horizontal load,this paper carries out numerical simulation by ANSYS,builds 3D models of branch pile and common pile,and compares the calculation of their horizontal bearing capacity,which shows that the setting of branch obviously improves the horizontal bearing capacity of pile,the angle of branch has strong influences on the bearing capacity of pile,and the horizontal bearing capacity of pile reduces along with the descend of branch.
     采用大型软件ANSYS,针对挤扩支盘桩的水平承载特点进行了数值模拟,构造出支盘桩和普通桩的三维模型并进行水平承载的计算比较,结果表明:支盘的设置显著地提高了桩的水平承载力,支盘的角度对桩的承载力产生较大的影响,桩的水平承载力随支盘位置的下降而降低。
短句来源
     Calculations show that vertical load at proper level will enhance the horizontal load bearing capacity of composite foundation.
     计算结果表明 :竖向荷载的大小对复合地基的水平承载力以及在水平荷载作用下的破坏模式有所影响 ;
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  horizontal load
In the first case the moment per unit rotation and horizontal displacement are calculated, while in the latter case the horizontal load per unit displacement and the associated torque are found.
      
The influence exerted by tamped-in crushed stone on the resistance to horizontal load is determined.
      
Pile behavior in swelling soils under horizontal load action
      
Analysis of foundation settlements in tamped trenches under vertical and horizontal load action
      
Calculation of a flexible foundation wall for a horizontal load with consideration of discontinuity of the base
      
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In view of the shortcomings of the contemporary methods and the general results of obser-vations,a more accurate method for the calculation of the stability of the foundation under aconcrete dam was presented,vertical and horizontal loads and also the hydrodynamical forces(percolating water pressure)acting within the foundations were considered.A feature of thepresent method was that the starting point of the slip face of the earth foundation under thedam was not regarded as a fixed one.Rather,its position...

In view of the shortcomings of the contemporary methods and the general results of obser-vations,a more accurate method for the calculation of the stability of the foundation under aconcrete dam was presented,vertical and horizontal loads and also the hydrodynamical forces(percolating water pressure)acting within the foundations were considered.A feature of thepresent method was that the starting point of the slip face of the earth foundation under thedam was not regarded as a fixed one.Rather,its position was considered varied with the ex-ternal load,the hydrodynamic force,the length of the base of the dam,and the characteristicsof the soil,The load superimposed at the toe of the dam to maintain equilibrium of the foun-dation was used as an index of the foundation stability.The proposed method was found toagree satisfactorily with experimental results.

本文内容是对混凝土坝沙基稳定问题研究与分析的主要成果,对地基中设有板椿及未设板椿的混凝土坝之稳定提出新的近似计算方法,在计算中考虑了地基中渗透水压力以及地基上外界荷重(包括垂直与水平的均饰压力)的共同影响,此方法之特点是比较客观的反映了坝基开始破坏的真实情况,一般混凝土坝软弱地基在未承受到相当大的所谓“临界”垂直荷重之前开始发生破坏时地基中的塑性变形区仅占坝底之一部分并不扩展到整个坝底的范围,现有文献中计算地基深层破坏的方法差不多全是假定地基塑性变形区占满全部坝底,与实际情况不相符合,因此计算结果与实验资料相差很大,本文中作者曾以自己的实验资料以及别人的实际成果校核了新的计算法,计算与实验两方面的比较结果几乎达到一致,此计算法比较全面地考虑了影响地基稳定的所有主要的因素,可提供设计与研究工作作为参考。

The distribution of stresses in a reinforced concrete composite column with horizontal tie beam is analysed by the photoelastic method and the displacement produced by horizontal load is measured with a microscope. The results are compared with theoretical values, and the accuracy of several approximate methods are discussed. A practical method and some numerical data useful in design work are proposed.

作者利用光弹性实验方法分析了平腹杆双肢柱的内力分布;测定了在水平荷载下的位移。并与结构力学计算方法作了比较;对各种简化计算方法进行了讨论;提出了对设计有参考价值的实用计算方法和数据。

This paper is devoted to the study of the torsional stresses in a reinforced concrete headframe of the frame cantilever-type under the unsymmetrical, horizontal load due to hoisting. Formula for the torsional stresses are presented. The headframe structure studied is composed of two trusses in the direction parallel to the hoisting load, and two rigid frames in the perpendicular direction. Taking the torsional action into account, as compared to an analysis neglecting torsion, would reduce the stresses...

This paper is devoted to the study of the torsional stresses in a reinforced concrete headframe of the frame cantilever-type under the unsymmetrical, horizontal load due to hoisting. Formula for the torsional stresses are presented. The headframe structure studied is composed of two trusses in the direction parallel to the hoisting load, and two rigid frames in the perpendicular direction. Taking the torsional action into account, as compared to an analysis neglecting torsion, would reduce the stresses in the trurses up to 10~20%, whereas the stresses in the rigid frames are atmost doubled. From a considerable number of actual designs it is seen that the additional stress in the rigid frames often control the design of the sections.Obvious, this is a subject worthy of the attention of a designer.

本文着重论述了钢筋混凝土杆系悬臂式井架在提升钢丝绳荷载的不平衡水平力作用下所产生的扭力计算问题.文中并对扭力计算公式作了推导.按桁架框架型井架在断绳荷载作用下,考虑扭力计算与不考虑扭力计算,其结果,平行于钢丝绳力方向的桁架内力可减少10~20%左右;垂直于钢丝绳力方向的框架内力则增加100%(即,若不考虑扭力计算框架时无内力).许多设计实例证明,框架方面增加的内力常为控制截面强度计算的主要数据之一.显然,这一问题是值得引起设计者重视的.

 
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