APPLICATION OF HYBRID SLIDING ISOLATION SYSTEM TO BUILDINGS

被引:14
作者
FENG, MQ
机构
[1] Dept of Civ. Engrg., Univ. of California, Irvine, CA
来源
JOURNAL OF ENGINEERING MECHANICS-ASCE | 1993年 / 119卷 / 10期
关键词
D O I
10.1061/(ASCE)0733-9399(1993)119:10(2090)
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper introduces a new base isolation system-a friction-controllable sliding system-for seismic response control of buildings. To overcome the limitations of conventional passive sliding isolation systems, a hybrid sliding system has been developed using friction-controllable bearings. This innovative system uses a variable friction force produced by changing the pressure in its fluid chamber with computer control. In this study, the applicability of this system to buildings is examined through computer-simulation analysis. A control algorithm is developed for this purpose, which considers various problems associated with the application of this system to buildings. It is shown that this hybrid system is more effective for earthquakes with a broad range of intensity, compared to its conventional passive counterparts. The proposed hybrid system is in the process of being installed in a four-story office building in Tokyo to replace the existing passive isolation system.
引用
收藏
页码:2090 / 2108
页数:19
相关论文
共 7 条
[1]   STUDY OF SLIDING BEARING AND HELICAL-STEEL-SPRING ISOLATION SYSTEM [J].
CONSTANTINOU, MC ;
MOKHA, AS ;
REINHORN, AM .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1991, 117 (04) :1257-1275
[2]  
FENG Q, 1991, 8TH P VPI SU S DYN L
[3]  
FENG Q, 1992, THESIS U TOKYO TOKYO
[4]  
KAWAMURA S, 1988, 9TH P WORLD C EARTHQ
[5]   DYNAMICS OF RESILIENT-FRICTION BASE ISOLATOR (R-FBI) [J].
MOSTAGHEL, N ;
KHODAVERDIAN, M .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1987, 15 (03) :379-390
[6]   OPTIMAL-CONTROL OF NONLINEAR STRUCTURES [J].
YANG, JN ;
LONG, FX ;
WONG, D .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1988, 55 (04) :931-938
[7]  
ZAYAS V, 1987, UCBEERC8701 U CAL RE