钢筋混凝土剪力墙 meaning in Chinese
reinforced concrete shear wall
Examples
- 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 - 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。 - 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。 - 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。 - 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。