搭接墙转换结构工作机理和设计方法

详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文

英文篇名：Operational mechanism and design method of lapping transfer of wall structure 中文刊名：兰州理工大学学报 英文刊名：Journal of Lanzhou University of Technology 作者：吴兵 ; 傅学怡 ; 冯沛芸 英文作者：WU Bing1 ; FU Xue-yi1 ; FENG Pei-yun2(1.The Institute of Architecture Design & Research ; Shenzhen University ; Shenzhen 518060 ; China ; 2.Tsinghua-yuan Architecture Design Ltd. ; Shenzhen 518060 ; China) 中文关键词：超高层建筑 ; 搭接墙转换 ; 搭接块 ; 柱支剪力墙 ; 梁式转换 ; 弹性大震 英文关键词：super high-rise building ; lapping transfer of wall ; lapping block ; column-supported shear wall ; beam transfer ; elastic severe earthquake 出版日期：2008-08-15 机构：深圳大学建筑设计研究院;清华苑建筑设计有限公司; 年：2008 期：04 出版单位：兰州理工大学学报

摘要

基于搭接柱转换结构的研究,将搭接转换的概念推广应用到柱支剪力墙转换,提出搭接墙转换结构.讨论搭接墙转换结构的工作机理和结构设计要点,并同普通转换梁转换内力和工作性能进行对比.结果表明:搭接墙转换传力直接,结构刚度沿竖向均匀变化,有利于避免地震作用于框支柱、上部墙体内力积聚.结合实际工程设计要求,提出该类型结构的实用设计方法.
Based on the research of lapping transfer of column structure,an idea of lapping transfer was extended and applied to the column-supported of shear wall transfer.The concept of lapping transfer of wall structure was brought forward.Its operational mechanism and structure design essentials were discussed.The internal forces and working performance of the structure presented was compared to those of common beam transfer structure.The result showed that lapping transfer of wall structure could transfer the internal forces directly,exhibiting uniform vertical stiffness,and in favor of avoiding the accumulated internal forces of column and upper wall due to earthquake action.A practicable design method for this type of structure was presented,according to the requirement of an actual engineering design.

引文

[1]傅学怡,雷康儿,杨想兵,等.福建兴业银行大厦搭接柱转换结构研究应用[J].建筑结构,2003,33(12):8-12.
    [2]徐培福,傅学怡,耿娜娜,等.搭接柱转换结构的试验研究与设计要点[J].建筑结构,2003,33(12):3-7.
    [3]顾磊,傅学怡.福建兴业银行大厦搭接柱转换结构有限元分析和预应力策略[J].建筑结构,2003,33(12):13-16.
    [4]徐培福,傅学怡,王翠坤,等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
    [5]傅学怡.整浇钢筋混凝土建筑结构抗震设计理念探究:来自台湾、阪神和阿拉斯加等地震震害的启示[J].建筑结构,2005,35(5):9-12.