Abstract
Earthquake observation has been carried on at two types of base isolated buildings, which are supported by lead multi-rubber bearings (LRB) and multi-rubber bearings with high damping (HRB) respectively. This paper presents the vibration characteristics of these buildings and a method based on component mode synthesis is used to estimate the restoring force of the isolation layer of the building subjected to earthquake. The base-isolated building is divided into a superstructure and a base-isolation layer. The superstructure is assumed to be a linear system, and the base-isolation layer has both linear and nonlinear components. Thus the whole building can be separated into two parts that have a common fixed-interface. The linear modal information of the superstructure and the nonlinear physical model of the isolation layer were studied in this paper.
| Original language | English |
|---|---|
| Title of host publication | Structural Health Monitoring 2009: From System Integration to Autonomous Systems - Proceedings of the 7th International Workshop on Structural Health Monitoring, IWSHM 2009 |
| Publisher | DEStech Publications |
| Pages | 1511-1518 |
| Number of pages | 8 |
| Volume | 2 |
| ISBN (Print) | 9781605950075 |
| Publication status | Published - 2009 |
| Event | 7th International Workshop on Structural Health Monitoring: From System Integration to Autonomous Systems, IWSHM 2009 - Stanford, United States Duration: 2009 Sep 9 → 2009 Sep 11 |
Other
| Other | 7th International Workshop on Structural Health Monitoring: From System Integration to Autonomous Systems, IWSHM 2009 |
|---|---|
| Country/Territory | United States |
| City | Stanford |
| Period | 09/9/9 → 09/9/11 |
ASJC Scopus subject areas
- Health Information Management
- Computer Science Applications