Response of tall buildings to weak long distance earthquakes
- 31 January 2001
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 30 (5), 709-729
- https://doi.org/10.1002/eqe.32
Abstract
No abstract availableKeywords
This publication has 9 references indexed in Scilit:
- Correlating dynamic characteristics from field measurements and numerical analysis of a high-rise buildingEarthquake Engineering & Structural Dynamics, 2000
- Vulnerability of reinforced concrete frames in low seismic region, when designed according to BS 8110Earthquake Engineering & Structural Dynamics, 1999
- Identification of linear structural systems using earthquake-induced vibration dataEarthquake Engineering & Structural Dynamics, 1999
- System identification for evaluating soil-structure interaction effects in buildings from strong motion recordingsEarthquake Engineering & Structural Dynamics, 1998
- Full-Scale Dynamic Response of High-Rise Building to Lateral LoadingJournal of Performance of Constructed Facilities, 1998
- Historical earthquakes felt in SingaporeBulletin of the Seismological Society of America, 1996
- Evaluation of vibration properties of high-rise steel buildings using data of vibration tests and earthquake observationsJournal of Wind Engineering and Industrial Aerodynamics, 1996
- When the doorbell rings–a case of building response to a long distance earthquakeEarthquake Engineering & Structural Dynamics, 1995
- An analytical model for far-field response spectra with soil amplification effectsEngineering Structures, 1990