宿迁水木清华三期消能减震结构设计  

Energy Dissipation Damping Structure Design

作　　者：张猛[1] 王晓斌[1] 王曙光[2] 

机构地区：[1]江苏省建筑设计研究院有限公司,江苏南京210019 [2]南京工业大学工程抗震研究中心,江苏南京211816

出　　处：《江苏建筑》2014年第3期45-52,共8页Jiangsu Construction

摘　　要：宿迁水木清华三期13#楼采用消能减震设计,减震采用成品粘滞阻尼墙,主要阐述了消能减震的结构设计,包括阻尼墙的选取与布置、相关构造及计算分析。采用消能减震技术后,不仅使结构小震作用下层间位移角明显减小,而且使结构在罕遇地震下的抗震性能得到显著提高。This project adopts the viscous damping wall of finished product. This paper mainly expounds the structural design of energy dissipation damping,including the selection of damping wall structure associated with the arrangement, analysis and calculation. After using energy dissipation damping technology, not only make the structure displacement angle between the small earthquakes action significantly reduced, and the seismic performance of structure under severe earthquake are improved significantly.

关 键 词：粘滞阻尼墙 等效阻尼比 非线性时程分析 动力弹塑性分析 

分 类 号：TU352.12[建筑科学—结构工程]