[1]高卫红.减震隔震技术下高层建筑消能减震结构概念设计[J].华南地震,2020,40(04):140-145.[doi:10.13512/j.hndz.2020.04.019]
　GAO Weihong.Conceptual Design of Energy Dissipation and Shock Absorption Structure of High-rise Building with Shock Absorption and Isolation Technology[J].,2020,40(04):140-145.[doi:10.13512/j.hndz.2020.04.019]
点击复制

减震隔震技术下高层建筑消能减震结构概念设计()
分享到：

华南地震[ISSN:1006-6977/CN:61-1281/TN]

卷:
40
期数:
2020年04期
页码:
140-145
栏目:
土木工程防震减灾
出版日期:
2020-12-30

文章信息/Info

Title:
Conceptual Design of Energy Dissipation and Shock Absorption Structure of High-rise Building with Shock Absorption and Isolation Technology
文章编号:
1001-8662（2020）04-00140-06
作者:
高卫红
南宁市建筑设计院,南宁 530000
Author(s):
GAO Weihong
Nanning City Architectural Design Institute, Nanning 530000,China
关键词:
减震隔震技术; 高层建筑物; 消能减震结构; 概念设计; 塑性铰
Keywords:
Seismic isolation technology; High-rise buildings; Energy dissipation and shock absorption structure; Conceptual design; Plastic hinge
分类号:
P315
DOI:
10.13512/j.hndz.2020.04.019
文献标志码:
A
摘要:
针对原有高层建筑结构在大型地震中抗震效果较差的问题,完成减震隔震技术下高层建筑消能减震结构概念设计。根据建筑相关规定完成建筑结构的荷载定义设定,对建筑的材料与结构展开研究,完成高层建筑材料结果参数设计。结合塑性铰与屈服强度函数,设定高层建筑的塑性铰定义。至此,高层建筑消能减震结构概念设计完成。设定仿真实验环节,对比此次设计结果引用前与引用后建筑的抗震能力。由实验结果可知,此次设计结果对建筑的抗震能力具有提升作用。综上可知,此次设计结果具有有效性与优越性。
Abstract:
In order to solve the problem that the seismic effect of the original high-rise building structure in large earthquakes is poor,the conceptual design of energy dissipation and shock absorption structure of high-rise building under seismic isolation technology is completed. According to the relevant provisions of the building to complete the load definition of the building structure,the materials and structures of the building are studied, and the material results of high-rise buildings are designed. Combined with plastic hinge and yield strength function, the definition of plastic hinge of high-rise building is set up. At this point, the conceptual design of energy dissipation and shock absorption structure of high-rise buildings is completed. Setting up the simulation experiment link,the seismic capacity of the building before and after the reference of the design results is compared. According to the experimental results,the design results have an effect on improving the seismic capacity of the building. In summary,it can be seen that the design results are effective and superior.

参考文献/References:

[1]杜修力,许紫刚,许成顺,等.摩擦摆支座在地下地铁车站结构中的减震效果研究[J].工程力学,2019,36(09):60-67+88.
[2]石岩,李军,秦洪果,等.减隔震桥梁设计方法及抗震性能研究综述[J].地震工程学报,2019,41(05):1121-1132.
[3]许文,戴君武,柏文,等.某轨道交通上部续建结构减隔震技术的应用[J].建筑结构,2019,49(S1):422-427.
[4]周波,陈海明,刘博,等.减震隔声房间中简易浮筑楼板施工技术[J].施工技术,2018,47(22)：124-126.
[5]张华平,卢德辉,冯伟,等.某高装配率高层建筑消能减震分析与设计[J].广东土木与建筑,2018,25(11):51-55.
[6]兰香,潘文,赖正聪,等.隔减震技术在既有建筑加固中的应用与选择[J].建筑结构,2018,48(18):79-82+52.
[7]董宏英,张慧,曹万林,等.高层建筑消能减震钢-混凝土组合剪力墙性能研究[J].地震工程与工程振动,2013,33(06):74-80.
[8]贾瑜,白羽.大底盘多塔减震结构设计[J].中国水运(下半月),2018,18(11):223-225.
[9]乌兰,陶鹤进,左江,等.基于改进Kasai法消能减震结构设计研究[J].山西建筑,2018,44(02):36-37.
[10]耿耀明,刘文燕.装配整体式混凝土高层建筑结构黏滞阻尼器减震设计[J].结构工程师,2018,34(05):25-30.
[11]尚世力.消能减震技术的发展及其应用[J].智能城市,2019,5(17):51-52.
[12]陈彬.消能减震技术在高烈度地区的应用[J].四川建筑,2018,38(04):41-44+47.
[13]刘萍昌,游健.消能减震技术在海口地区超高层钢结构体系中的应用[J].广东土木与建筑,2017,24(04):22-24.
[14]徐继东.消能减震技术在宁波杨柳郡项目中的应用[J].河南城建学院学报,2017,26(03)：38-43+84.
[15]兰学平.消能减震技术在加固设计中的应用[J].住宅科技,2017,37(06):39-43.
[16]江守燕,康亢,杜成斌,等.一种新型的MR隔震减振支座及其剪切性能试验研究[J].防灾减灾工程学报,2019,39(3):430-436,444.

备注/Memo

备注/Memo:
收稿日期: 2019-05-06
作者简介:高卫红（1968-）,女,高级建筑师,主要从事建筑艺术及技术研究。
E-mail: muduan9016737@163.com
更新日期/Last Update: 2020-12-20