| 1. | Experiment study on seismic behavior of reinforced concrete walls strengthened by bonded steel
粘钢加固钢筋混凝土剪力墙抗震性能试验研究 |
| 2. | It is conclude that the hollow shear wall structure of r . c . with seams is a kind of ductile shear wall structure and can be widely used in engineering field
故此带缝空心钢筋混凝土剪力墙结构是一种延性的剪力墙结构，具有极佳的推广价值。 |
| 3. | Incorporating with the model dynamic experiment and finite - element seismic analysis of a shear - wall superhigh building , paper gives the earthquake resistant behavior of such structures
本文结合一超高层钢筋混凝土剪力墙一核心筒结构的模型试验与有限元动力分析，对超高层筒体结构的动力特性作了具体研究分析。 |
| 4. | Through experimental study and finite element analysis , we draw that the vertical holes in the hollow shear wall structure with seams lessen self - weight so as to lower the earthquake action
试验研究和有限元分析得出：此种带缝空心钢筋混凝土剪力墙结构中竖向孔洞的存在减轻了结构的自重，因而降低了结构的地震作用。 |
| 5. | To study the characteristics of the new - type structure , the psedo - dynamic and psedo - static test of one third - scale model six - storey building assembled with hollow shear wall of r . c . with seams were conducted
为研究此种新型结构的特性，进行了带缝空心钢筋混凝土剪力墙结构六层楼房1 3 . 0模型拟动力试验和拟静力试验。 |
| 6. | The traditional r . c . shear walls can meet the capability of bearing vertical loads , but they have very poor ductility , and belong to brittle structure . besides , they are not fit to the standard of energy saving
传统的现浇钢筋混凝土剪力墙承受竖向荷载的能力比较容易满足，但一般认为延性较差，属于脆性破坏，并且在保温隔热等方面远不能满足建筑节能要求。 |
| 7. | With some vertical hollows , hollow shear wall r . c . structure not only has lighter self - weight , smaller stiflhess and better ductility , but also has significant energy saving capability due to the inner air . in all , hollow shear wall r . c
钢筋混凝土空心剪力墙结构，是将钢筋混凝土剪力墙中设置一些竖向的孔洞，起到减轻结构的自重，降低结构的刚度，增加结构的延性的作用。 |
| 8. | The hollow shear wall not only have the advantages of traditional shear wall , such as the good capability of resisting earthquake action , but also overcome the shortcoming of traditional shear wall , such as the large self - weight , stiffness and seismic residences
，这种剪力墙即保持了普通的钢筋混凝土剪力墙抗震性能强的优点，又克服了普通钢筋混凝土剪力墙自重大、刚度大、地震作用大等缺点。 |
| 9. | Considering that the traditional cast - in - situ r . c . shear wall structure has such disadvantages as large self - weight , stiffness and seismic forces , poor ductility and energy wasting , the subject puts forward a new type of hollow shear wall of r . c . stucture with seams which has the advantages of not only high bearing capacity but also small self - weight , stiffness and good ductility and so on . it is a new kind of earthquake resistant and energy - saving structure
针对传统现浇钢筋混凝土剪力墙结构自重大、刚度大、自振作用大、延性差以及保温隔热等建筑节能性能差等诸多缺点，本课题对其进行改革，提出了一种新型的带缝空心钢筋混凝土剪力墙结构，此结构具有自重轻、刚度小、延性及变形能力好、耗能能力强等优点，是一种新型抗震、节能的承重结构。 |
| 10. | 2 . a predigestion analysis method for the structure system is brought forward , which is based on the rule that the whole stiffness of the equivalent concrete walls should be equal to that of the former wall slabs , so that the original system can be treated as a reinforced concrete shear wall system
由于该结构体系属于一种全新的结构类型，主要承重构件均由两种不同材料?混凝土夹芯砌块和双向钢筋混凝土肋梁(肋柱)所组成，进行结构整体分析时，可按“整体刚度等效”原则，将体系等效为钢筋混凝土剪力墙体系，按等效后的剪力墙体系求解相关量。 |
