Limitations of height-to-width ratio for base-isolated buildings under earthquake
Authors:
- 1 September 2006
- journal article
- Published by Wiley in The Structural Design of Tall and Special Buildings
- Vol. 15 (3) , 277-287
Abstract
No abstract availableKeywords
This publication has 12 references indexed in Scilit:
- Base isolation for near‐fault motionsEarthquake Engineering & Structural Dynamics, 2001
- Three-Dimensional Analysis of Composite Steel-Framed Buildings in FireJournal of Structural Engineering, 2000
- Shaking table and pseudodynamic tests for the evaluation of the seismic performance of base-isolated structuresEngineering Structures, 1999
- Seismic response of submerged secondary systems in base-isolated structuresEngineering Structures, 1997
- AN ANALYTICAL HYSTERESIS MODEL FOR ELASTOMERIC SEISMIC ISOLATION BEARINGSEarthquake Engineering & Structural Dynamics, 1997
- Dynamic characteristics of shear buildings on laminated rubber bearingsEarthquake Engineering & Structural Dynamics, 1994
- An Approximate Procedure for Solving Base-Isolated StructuresJournal of Pressure Vessel Technology, 1994
- Seismic responses of secondary systems in base-isolated structuresEngineering Structures, 1992
- Viscoelastic Stability Model for Elastomeric Isolation BearingsJournal of Structural Engineering, 1989
- Aseismic base isolation: review and bibliographySoil Dynamics and Earthquake Engineering, 1986