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1)  hollow shear wall of reinforced concrete
空心钢筋混凝土剪力墙
1.
An experimental study on the aseismic behavior of hollow shear wall of reinforced concrete;
空心钢筋混凝土剪力墙抗震性能试验研究
2)  reinforced concrete hollow shear wall
钢筋混凝土空心剪力墙
1.
Based on the test of three reinforced concrete hollow shear walls under the action of bending moment and shear force,the failure mechanism,the deformation feature and the strain of steel bar under the horizontal loading are discussed.
通过对三个钢筋混凝土空心剪力墙弯剪试件的试验研究,探讨了空心剪力墙在受到水平力作用下,试件的破坏机理、变形特征及截面钢筋的应变情况。
2.
Based on the test of eight reinforced concrete hollow shear walls of various slenderness ratio under the action of axial compressive force,The failure mechanism,the deformation feature and the strain of steel bar under the axial loading are discussed.
通过对长细比不同的八个轴心受压钢筋混凝土空心剪力墙试件的试验研究,探讨了空心剪力墙在受到轴向压力作用下,试件的破坏机理、变形特征及截面钢筋的应变情况。
3)  integral hollow shear wall of reinforced concrete
整体式钢筋混凝土空心剪力墙
4)  hollow shear wall building of reinforced concrete with seams
带缝空心钢筋混凝土剪力墙结构
1.
) shear wall structure as large self-weight,stiffness and seismic forces,poor ductility,being liable to produce brittle failure,centralized destruction area and so on,a hollow shear wall building of reinforced concrete with seams is put forward,where vertical hollow holes and seams are placed in the ordinary R.
为了避免普通钢筋混凝土剪力墙结构自重大、刚度大、地震作用大、延性差、易于脆性破坏及破坏区域比较集中等缺点,提出了带缝空心钢筋混凝土剪力墙结构,即在普通钢筋混凝土剪力墙中设置竖向空心孔洞及竖缝。
5)  reinforced concrete hollow shear wall structure
钢筋混凝土空心剪力墙结构
1.
Study on the aseismic test for 1/2.8 scale modele of ten story reinforced concrete hollow shear wall structure;
十层钢筋混凝土空心剪力墙结构1/2.8比例模型房屋抗震试验研究
6)  hollow R.C shear wall with seams
带缝钢筋混凝土空心剪力墙
补充资料:混凝土及钢筋混凝土心墙坝


混凝土及钢筋混凝土心墙坝
earth-rock dam with concrete or reinforced concrete core

肠。一、州尸又兰迫!江翌二‘一‘一州黔哗粉灭的摩擦缝亡。)铰缝(a)刻云自侧场合墙丈启泣食缝(泊灭辊缝图2…糕篮蕊蕊 -一 的断面、般为等腰梯形鄂坚岌锅露寰澡尘笔儡xinqiangba (earth一rockdamwithconcrete orreinforeedcon-crete core)具有棍凝土或钢筋混凝土中央防渗墙的土石坝砂心墙上、下游用透水料填坝的稳定,心墙与坝壳间设过渡层,其构又称刚性心墙坝。瘩珍图1钢筋混凝土心墙石喳坝
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