刚架系杆拱桥在客运专线上的应用是完全可行的。
The application of rigid frame tied-arch bridge on passenger dedicated railway is feasible.
福州市尤溪洲闽江大桥是国内首座在拱肋（圈）上不设立柱和斜撑的空腹式刚架拱桥。
Youxizhou Mingjiang Bridge of Fuzhou is the first open-spandrel rigid-frame arch bridge without vertical columns and oblique supports.
此方法与一般刚架的有限元分析同样方便。
The proposed method is just as convenient as that used in the finite element analysis of ordinary rigid frame structures.
文中研究了随机刚架结构的平稳随机响应问题。
The problems of stationary random responses of stochastic rigid structures are studied.
本文介绍了澧河刚架拱桥的加固方案及施工方法。
This paper introduces the reinforcing and construction method of LiHe rigid framed arch bridge.
显然，该方法还适用于其他刚架结构的自由振动分析。
Of course, it can be used for the free vibration analysis of the other frame structures.
门式刚架结构采用以概率理论为基础的极限状态设计方法。
Ultimate status design methods based on probability theory are presented in design of gabled steel frame.
本文阐述了直接用虚位移原理计算刚架影响线纵距的方法。
This paper presents a method of using the principle of virtual displacements directly to obtain the ordinates of the influence line for frames.
并且把波纹腹板变截面门式刚架与等截面门式刚架进行对比。
And make comparison between ripple web plate variable cross-section portal rigid frame and constant cross-section rigid frame.
用卡尼法计算有侧移刚架具有简捷、精度高、便于校核等优点。
Computing slant firm frame with karny method is simple?rapid?precise and easy to check.
引入水利工程的桁架拱是具有拱、刚架和桁架三种性能的组合体。
The truss arch structure is light and in great strength as a whole, its function consists of three parts: arch, truss and frame.
中华世纪坛中央旋转圆坛为全钢封闭式空间刚架的动态特种结构。
The central rotational circular altar of Zhonghua Century Altar is a special dynamic structure of full steel and closed space frame.
针对变形特点，并借助理论分析，解析影响刚架结构变形的主要因素。
In allusion to the specialty of deformation, it resolves the main factors which influence the distortion of the metal rigid frame structure with theoretical analysis.
为在地表变形地区采用轻钢门式刚架结构提供了设计依据和工程参数。
Which provides design reference and engineering parameters for the light weight steel portal frame construction to be used in earth surface deformation area.
南昌市玉带河顺外路桥为一净跨22米的门式刚架桥，采用扩大基础。
The Shunwai Road Bridge of Yudai River in Nanchang is a portal rigid-jointed frame bridge with 22-meter net-span, adopting ampliate base.
简要介绍刚架支撑的设计原理，提出刚架支撑的设计方法及节点构造。
The design principle of a gantry bracing is introduced briefly; and the design method and joint configuration are also proposed.
对随机参数刚架结构在随机荷载作用下基于概率的优化设计进行了研究。
This paper studies the random parameters rigid frame structure optimization design based on reliability under random load action.
用该种单元计算变截面刚架，具有原始数据量少、计算精度较高等优点。
The calculation using this rigid-frame element has the advantages of less original data requirements and higher accuracy.
轻钢门式刚架近年来被工业厂房大量采用，钢结构防火问题被大家关注。
Light steel portal frames have been extensively used for industrial mill buildings in recent years, and much attention is being paid to the fireproofing of steel structures.
本文阐述了在一般分布载荷下，刚架结构的等效结点载荷的显式表达问题。
This paper described the evident expression of the problems on the nodal forces due to the distributed load of the structure in a rigid frame with general loads.
本文利用有限元方法，分析了平面刚架结构对地震载荷的随机动力响应问题。
Stochastic dynamic responses of planar rigid-frame structures to quake loads are investigated by using the finite element approach.
研究物理参数具有随机性的刚架结构的平稳随机位移响应动力可靠性的计算方法。
A method of calculating displacement dynamic reliability of stochastic rigid frames under stationary random excitation is discussed.
门式刚架中，压型钢板在做屋面维护结构的同时，还承受维护结构平面内的荷载。
In the gabled frames, the profiled sheet that is used as the roof and the wall can also resist the shear force in their own plane.
本文在考察门式刚架轻型房屋钢结构特点的基础上，分析了其在地震作用下的反应。
Based on the characteristics of portal frame light steel structure, the responses of this building under earthquake are analyzed.
本研究为在中、轻级工作制的吊车厂房刚架结构中应用塑性设计，提供了研究成果。
A study is provided here for the application of plastic design to the industry building frame with medium or light crane loading.
它适用于变截面的剪力墙，墙身可不到顶，各层刚架柱和梁的刚度可不相同等情况。
It is applicable to shear walls with varying cross-sectional areas. The shear walls may not reach to the top storey.
通过对某座混凝土刚架拱桥的常见病害进行分析，确定了其加固措施，加固效果理想。
Through the analysis on common defects of a concrete rigid frame arch bridge, the reinforcement measures are confirmed and the reinforcement effect is ideal.
根据“有限元法”的计算原理，对刚架桥等结构稳定性的分析原则和方法进行了介绍。
Based on the calculating mechanism of definite element method, the principle and method of analysis on the structural stability of rigid frame Bridges etc., are described in this paper.
根据“有限元法”的计算原理，对刚架桥等结构稳定性的分析原则和方法进行了介绍。
Based on the calculating mechanism of definite element method, the principle and method of analysis on the structural stability of rigid frame Bridges etc., are described in this paper.
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