本程序可用于矩形截面、T形截面型钢混凝土梁的计算。
The program can be used for the computations of compeite steel concrete beams with rectangular or T-sha…
文中应用有限元分析软件ANSYS对型钢混凝土梁构件施工荷载作用进行模拟。
Applying finite analysis software ANSYS, this paper simulates construction load of SRC beam.
深港产学研基地工程采用预应力型钢混凝土梁，具有跨度大、断面小、技术复杂等特点。
The pre-stressed profiled steel concrete beams used in Shen'guang Institution of Education and Research Project are characterized by big span, small cross-section and complicated technology.
介绍了7根箱形型钢混凝土梁和1根钢筋混凝土梁的纯扭试验，并对试验现象进行了描述。
Pure torsion tests for 7 box-shaped steel reinforced concrete(BSRC) beams and 1 reinforced concrete beams were introduced, and the test phenomenon was described.
与试验结果对比表明，建议的公式满足精度要求，可为箱形型钢混凝土梁的设计提供理论依据。
Comparing with the experimental results, computation formulas can meet accuracy requirements and provide theoretical basis for the design of BSRC beams.
本文通过三根外包型钢混凝土梁试验，研究了其正截面承载能力、刚度以及裂缝方面的性质，并提出了一些相关建议公式。
The paper studied tests on three epiboly profiled bar concrete beams, bearing capacity of normal section, stiffness and behavior of cracks, and put forward formulas as advise .
然而，目前，国内外学者对预应力型钢混凝土梁的试验研究尚还不多，因此，就阻碍了此种结构形式在实际工程中的广泛应用。
However, there have been only fewer studies on the PSRC beam until now, and result in the application of the PSRC beam is hold up.
采用纤维模型法和有限元软件ABAQUS计算了火灾下型钢混凝土梁的变形以及耐火极限，初步了解了型钢混凝土梁的高温力学性能。
The fiber model method and finite element software ABAQUS are applied to calculate the deformation of steel reinforced concrete (SRC) beams under fire and fire resistance.
给出了各试件的承载力和位移值，并对试件的应变分布和应力状态进行了分析，为进一步分析型钢混凝土梁的抗剪承载力和抗震性能提供了大量的实验数据。
Strain distributions and stress conditions of specimens are analyzed. It provided a lot of test data for the further research on shear strength and seismic character of steel-reinforced concrete beam.
对住宅建筑中U型钢-早强混凝土组合梁进行了试验研究，根据实验结果分析其受力、变形特征和破坏机理。
We carry out experiment and research to U section steel-early-strength concrete beams in residence building, analyze the forcing, deformation characteristic and destruction mechanism.
型钢混凝土(src)梁式转换结构是一种新的转换形式。
Transfer structure of solid reinforced concrete (SRC) beams is a new transfer type.
为克服型钢混凝土柱-钢梁组合框架结构体系存在的缺点，提出了一种新型外包钢混凝土组合梁-型钢混凝土柱组合框架结构体系。
To overcome the shortcoming of common composite frame structure, the authors put forward a new type of frame structure system, steel-encased composite beam-steel reinforced concrete column.
建议一般型钢混凝土托墙转换梁的允许跨高比在抗震设防时不大于8，对非抗震设计工程，跨高比不大于10；
It is suggested that the span-depth ratio of wall-bearing transfer beam should be less than 8 in seismic design, 10 in static design for SRC structure.
北京首都国际机场新航站楼t3b工程中，钢筋混凝土环形梁是支撑巨型钢管柱的转换梁。
In Terminal T3B Project of Beijing Capital International Airport, the reinforced concrete ring beam is a type of transfer beam supporting gigantic steel pipe columns.
通用二维分析和设计。完美的梁，桁架，框架，剪力墙。包括混凝土，钢，铝，砖石，木材和冷弯型钢。
General purpose 2d analysis and design. Perfect for beams, trusses, frames, and shear walls. Includes steel, concrete, aluminum, masonry, wood and cold-formed steel.
提出了一种新型钢砼组合结构——钢箱砼组合受弯构件，该构件由钢箱梁，钢筋混凝土梁及pbh剪力连接件组合。
A new steel-concrete composite structure was proposed which composed of steel box beam, PC beam and PBH Shear connection.
主要研究配箍率和型钢腹板高度对型钢混凝土扁梁抗剪承载能力的影响。
The influence on SRC wide beam on its load-bearing capacity by the stirrup ratio and its shaped steel height is researched in this paper.
深圳华融大厦的框架筒体结构采用型钢混凝土混合结构框架，可以解决跨度大、梁高受限的问题。
The steel reinforced concrete composite frame structure is chosen in the structural design of Shenzhen Huarong Mansion, because some beams are too long and the height of beams are limited.
本文以12个型钢钢筋混凝土(以下简称SRC)梁受弯试验为基础，对SRC梁的刚度、裂缝宽度和受弯承载力进行试验研究和理论分析。
Based on the experiments of the 12 SRC flexural members, the stiffness, crack width and ultimate bending strength of the SRC beams are analysed.
提出一种在节点区间断钢管混凝土柱的外钢管、设置芯钢管的新型钢管混凝土柱与钢筋混凝土梁的节点。
A new type of column-RC beam joint of concrete filled steel tube (CFST) is created. The outer tubular column of CFST is disconnected in the joint zone. The core steel tube is put in the joint zone.
最后通过对现有组合梁刚度计算方法的分析研究，建立了适合新型钢-混凝土组合梁的刚度和变形计算方法。
Finally, the existing beam stiffness analysis of calculation methods established for the new steel-concrete composite beam stiffness and deformation calculation.
本文的理论分析和试验研究结果，可对新型钢-混凝土组合梁受力性能的进一步研究及理论分析提供参考。
This paper will be helpful to the further research and theoretical analysis on mechanical behavior of the new steel-concrete composite beams.
边框梁包括型钢梁和浇注在型钢梁外的混凝土构成型钢-混凝土组合梁。
The frame member comprises a profiled-steel beam and concrete which is poured outside the profiled-steel beam to form a profiled-steel concrete combination beam.
以型钢-混凝土组合加固梁为例，总结了型钢-混凝土组合加固法的优点。
Take section steel-concrete composite reinforcement beam for example, and generalize advantages of the section steel concrete combination reinforcement approach;
从考虑型钢对混凝土的约束作用着手，建立了SRC梁的刚度公式。
The formula for evaluating the stiffness in this paper is derived from considering the concrete confined by the steel.
从考虑型钢对混凝土的约束作用着手，建立了SRC梁的刚度公式。
The formula for evaluating the stiffness in this paper is derived from considering the concrete confined by the steel.
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