Ambient response of a unique performance‐based design tall building with dynamic response modification features
Author:
Affiliation:
1. Earthquake Science Center USGS Menlo Park California USA
2. California Geological Survey Sacramento California USA
3. Magnusson Klemencic Associates Seattle Washington USA
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1093
Reference21 articles.
1. ÇelebiM.2004.Structural Monitoring Arrays – Past Present and Future PROC. NATO SFP Workshop on Future Directions on Strong Motion and Engineering Seismology Kusadasi Izmir Turkey May 17–21 2004.inFuture Directions in Strong Motion Instrumentation (eds.P.GulkanandJ.Anderson) NATO Science Series: IV. Earth and Environmental Sciences Kluwer Academic Publishers v. 58 pp.157–179.
2. ÇelebiM. HuangM. ShakalS HooperJ.andKlemencic.2012.Ambient response of a unique performance‐based design building with dynamic response modification features invited paper Proc. SMIP2012 Workshop Sacramento Ca. October 2 2012.
3. ÇelebiM ToksözN BüyüköztürkO.2013a.Rocking behavior of an instrumented unique building on the MIT campus identified from ambient shaking data paper in print Earthquake Spectra.
4. ÇelebiM SereciM BoroschekR CarrenoR BonelliP.2013b.Identifying the dynamic characteristics of a dual core‐wall and frame building in Chile using aftershocks of the 27 February 2010 (Mw = 8.8) Maule (Chile) earthquake paper in print Earthquake Spectra.
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