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高层建筑剪力墙连梁设计
Connect Beam Design of Shearing Force Wall in Tall Building
【摘要】 高层剪力墙连梁一般具有跨度小,截面大,与连梁相连的墙体刚度又很大等特点。因此,高层结构设计时,即使采取了降低连梁内力的各种措施,有时仍无法使连梁的截面设计符合要求。该文将讨论高层建筑剪力墙中连梁设计的几个问题,并提出相应的建议。
【Abstract】 Connect beam has characteristics of small span and large size,also the stiffness of the wall between the beam is very large.So,in design of tall building,even though some measures of reducing the beam force are used,the beam still can’t meet requirement.Design points of connect beam in tall building was discussed,and design suggestions were given out.
- 【文献出处】 国外建材科技 ,Science and Technology of Overseas Building Materials , 编辑部邮箱 ,2007年06期
- 【分类号】TU973.16
- 【下载频次】81