此结构结合型钢混凝土结构和钢管混凝土结构的优点。
This structure integrates the advantage of the concrete structure of section steel and the concrete filled steel tubes structure.
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…
因此，型钢混凝土结构被国内外建筑工程广泛应用和研究。
Therefore, a steel reinforced concrete structure by home and abroad widespread application and construction projects.
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.
研究型钢混凝土节点的抗剪受力机理和节点抗震设计方法；
The shear mechanisms of SRC joints and seismic design method are studied;
通过计算，探讨了无配筋型钢混凝土柱正截面承载力的设计方法。
Through the calculation the article studies the calculating bending strength of steel reinforced light weight concrete columniation with no reinforced bar.
内置H型钢混凝土组合结构是实现套建增层的结构设计形式之一。
Prestressed composite concrete beam with encased H-steel is one of the structural design forms for the outer-jacketing structure for adding story.
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.
提出了一种新型外包钢混凝土组合结构形式，即外包H型钢混凝土组合柱。
A new style of encased steel concrete composite structure was presented, which is called encased H-shaped steel concrete composite columns.
在以上分析结果的基础上，综合比较三种型钢混凝土柱受力性能的优越性。
The author makes a comprehensive comparison to the three SRC pillar's mechanical performance superiority on the basis of the above analysis.
摘要：随着型钢混凝土结构、钢管混凝土结构的广泛采用，建筑造型更加丰富。
Abstract: With the widely use of steel reinforced concrete structures and concrete filled steel tube structures, architectural styles become more rich.
型钢梁、型钢混凝土柱、型钢斜支撑和钢板组合，形成钢桁架-钢板组合结构。
The profiled-steel beam, the profiled-steel concrete pillar and the profiled-steel inclined prop are combined with the steel plate to form a steel-truss-steel-plate combination structure.
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.
本文的主要研究内容是型钢混凝土结构和无粘结预应力混凝土结构的抗震性能和设计理论。
The main contents of this thesis are the aseismatic performance and design theory of steel reinforced concrete structures and unbonded prestressed concrete structures.
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.
旨在得出对型钢混凝土结构抗火设计有指导意义的成果，并为进行更深入的研究打下基础。
The distributing circumstance of thermal field of SRC columns and its impact factors were researched in this thesis.
型钢混凝土结构(SRC)正越来越多地应用于现代建筑结构，特别是复杂高层建筑结构之中。
Steel Reinforce Concrete (SRC) is applied increasingly to the structure of modern architecture, especially those complicated high-rise architectural structures.
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.
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.
目前在转换层中越来越多的采用型钢混凝土构件，所以加强对该方面问题的研究有着重要的社会意义。
Steel reinforced concrete structure is widely used as structural transfer storey currently, so it is of great importance and social meaning to study on this area.
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.
型钢混凝土转换框架结构是一种新型的结构形式，国内外学者对它的受力特性进行了一定的试验研究和理论探索。
For steel reinforced concrete (SRC) transferring frame as a new type of structure, some experimental and theoretical studies have been carried out by some scholars at home and abroad.
为了研究翼缘削弱的型钢混凝土框架的抗震性能，对一榀两跨三层型钢混凝土框架模型进行了低周反复荷载试验。
The seismic behavior of steel reinforced concrete (SRC) frames with reduced beam sections is investigated through a cyclic loading experiment and its analysis for a model of 2-bay, 3-story SRC frame.
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.
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.
在试验的基础上，本文建立了型钢混凝土剪力墙恢复力骨架曲线的数学模型，为分析高层结构的非线性地震反应分析提供了基础数据。
Then on the basis of experiment, a restoring force model of reversal skeleton curve of SRC wall was built, and this model can be used in nonlinear seismic analysis of SRC structures.
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.
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.
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