To study the interface slip and the deflection properties of a new type of steel-encased concrete composite beams, four full size simply supported specimens with different shear connection coefficient were designed. One was a beam with full shear connection, and the others with partial shear connection.

1、

In order to improve the seismic behavior of the low-rise RC shear wall, we can set up a steel framework in it, so as to form the low-rise steel-encased RC shear wall. The seismic behavior and bearing capacity are improved comparatively.

为了改善其抗震性能，可以在低剪力墙中设置型钢骨架，从而形成劲性RC低剪力墙，使其抗震性能和抗震能力得到提高。

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2、

To improve the seismic behavior of low-rise reinforced concrete ( RC) shear walls, low-rise steel-encased reinforced concrete ( SRC) shear walls with section steel skeletons embedded in are presented and tested.

为了改善钢筋混凝土低剪力墙的抗震性能，可在钢筋混凝土低剪力墙内设置型钢骨架，成为劲性钢筋混凝土低剪力墙。

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3、

Based on results of test and calculation, it is concluded that the exterior steel-encased reinforced concrete frame-interior RC tube structures have very good seismic resistant performance.

试验和计算结果表明：外钢骨框架-内混凝土核心筒混合结构具有较好的抗震性能。

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4、

Finally, Construction design suggestions and study expectation of this new type of steel-encased concrete composite beam are advanced according to the results of test research, theoretical analysis and computer simulation.

根据试验研究、理论分析与计算机模拟结果，文章最后提出了外包钢&混凝土组合梁的工程设计建议与研究展望。

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5、

To overcome the shortcomings of common composite frame structure, a new type of frame structure system, steel-encased composite beam-steel reinforced concrete column, is presented.

为克服普通组合框架结构体系存在的缺点，首次提出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。

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6、

And the contrastive analysis show U-section steel-encased can effectively solve the Y-eccentrically barce and concrete frame beams connection problems.

同时结果也表明采用U型外包钢能够有效的解决Y型偏心支撑与混凝土框架梁的连接问题。

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7、

Based on ANSYS programs, the whole work course from loading to destroying of the steel-encased concrete composite beams was studied in this paper.

应用ANSYS软件对外包钢组合梁从加载到破坏全过程的受力性能进行了分析。

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8、

Based on the analysis of some problems about the common steel-concrete composite beam, this article puts forward a new type of steel-encased composite beam.

本文在针对普通钢混凝土组合梁存在问题分析的基础上，提出了一种新型外包钢混凝土组合梁。

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9、

The Application of Low-Rise Steel-Encased RC Shear WALL in the Multistory Masonry Building with Large Space in Its Bottom

劲性RC低剪力墙在底框砖房中的应用

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10、

We generalize the formula of steel-encased concrete composite beam, steel reinforced concrete column and steel-encased composite joint.

归纳新型外包钢&混凝土组合梁和框架钢骨混凝土柱的理论公式，进行试验研究的理论基础。

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11、

The frame model is composed of steel-encased concrete composite beams ( SCCB) and steel reinforced concrete columns.

框架梁为我们提出的新型外包钢&混凝土组合梁，框架柱为钢骨混凝土柱。

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12、

In view of at some problems of common steel-concrete beams, a new type of steel-encased concrete composite beams is put forward.

针对典型的钢-砼组合梁的不足，提出一种新型外包钢-砼组合梁。

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13、

Construction technology for composite structure of steel pipe ( framed) laminated column with steel-encased beam in transfer storey

转换层钢管（骨）叠合柱-钢骨劲性混凝土梁组合结构施工技术

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14、

The interface slip of the new shape steel-encased concrete composite beams is an important factor in affecting its working behavior.

在新型外包钢-砼组合梁中，交界面相对滑移是影响构件受力性能的一个重要因素。

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15、

Analysis on bend bearing capacity of steel-encased concrete beams considering the effect of confinement

考虑约束效应的型钢混凝土梁抗弯承载力计算分析

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16、

Research on the Interface Slip of New Type Steel-encased Concrete Composite Beams with Partial Shear Connection

部分剪力连接新型外包钢-砼组合梁的滑移性能

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17、

Seismic Behavior of Steel-Encased Coupled Shear Walls Subjected to Cyclic Loading

钢骨联肢剪力墙抗震性能试验研究

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18、

Analysis of Flexural Behavior of Steel-encased Concrete Composite Beams

新型外包钢-砼组合梁的受力性能分析

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19、

Study on Mechanical Behavior for the Joint of Steel-encased RC Column and Steel Beam

外包钢加固混凝土柱与钢梁连接节点力学性能研究

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20、

Experimental study on shear capacity of steel-encased lightweight concrete

钢骨轻骨料混凝土抗剪承载力实验研究

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