| 1. | The beam shape of concrete transfer floor is completely studied
本文对梁式钢筋混凝土结构转换层的施工技术进行了深入研究。 |
| 2. | Research on design and application of support frame for high - rise building transfer floor
高层建筑转换层支撑架设计及应用研究 |
| 3. | Experimental study on seismic behaviors of transfer floor from inclined column to framed short - leg shear wall
框支短肢剪力墙结构中斜柱转换结构的抗震试验研究 |
| 4. | Seismic design concept from a pseudo - static test of steel reinforced concrete frame - core wall structure model with transfer floor
核心筒结构模型拟静力试验对抗震设计的启示 |
| 5. | To realize this type of structure lay - out , transfer floor must be laid in the floor where structure is transferred
为了实现这种结构布置，就必须在结构转换的楼层设置转换层。 |
| 6. | The research on construction technology for high - rise building transfer floor is greatly significant in projects domain
因此对高层建筑转换层结构施工技术的研究，有着十分重要的工程意义。 |
| 7. | Secondly , because of mass concrete structure for high - rise building transfer floor , the emphases is the control of cracks in construction
其次，对高层建筑转换层大体积混凝土结构，重点控制施工阶段其裂缝的产生。 |
| 8. | In seismic region , many transfer floors are high , usually on the 3rd to the 6th floor , some on the 7th to the 10th , even higher
在地震区，许多框支剪力墙结构的转换层位置较高，一般在3 6层，有的位于7 10层，甚至更高。 |
| 9. | Finally , the dissertation takes chongqing times square for example with the analysis of the support frame of transfer floor and temperature cracks " control
最后，本文以重庆时代广场为实例对转换层支撑体系、温度裂缝控制进行了分析。 |
| 10. | Based on shaking table test and finite element calculation , this paper study the seismic behavior of the high - rise building with high transfer floor
本文通过振动台试验和sap2000有限元分析研究了高位转换框支剪力墙高层建筑的抗震性能。 |
