Structural identification for post-earthquake safety analysis of the Fat i ̇ h mosque after the 17 August 1999 Kocael i ̇ earthquake

Engineering Structures

Volumn 30, Issue 8, 2008, Pages 2165-2184

  Beyen, Kemal ^a  

^a KOCAELI UNIVERSITY   (Turkey)

Author keywords

Ambient vibration; Frequency response function (FRF); Historical structure; MIMO (MDOF); Nonparametric (spectral) analysis; Parametric analysis; Response spectra; SIMO (SDOF); Structural identification; Structural response; Transfer function

Indexed keywords

EARTHQUAKES; ESTIMATION; FREQUENCY RESPONSE; IDENTIFICATION (CONTROL SYSTEMS); MIM DEVICES; MODEL STRUCTURES; NATURAL FREQUENCIES; NEON; PROBABILITY; RESONANCE; RISK ASSESSMENT; SEISMIC DESIGN; SEISMOLOGY; SPECTRUM ANALYSIS; SPECTRUM ANALYZERS; SPEECH; STATE SPACE METHODS; STRUCTURAL ANALYSIS; TELECOMMUNICATION SYSTEMS;

ACCELERATION SPECTRUMS; ARX MODELS; DESIGN CODES; DESIGN SPECTRUM; DYNAMIC CHARACTERISTICS; EARTHQUAKE RESISTANT DESIGN; EARTHQUAKE SAFETY; ELASTIC RESPONSE SPECTRUM; FUNDAMENTAL FREQUENCY (FF); GLOBAL DYNAMIC BEHAVIOR; GLOBAL PROPERTIES; HIGH-FREQUENCY (HF); KOCAELI EARTHQUAKE; M DOF SYSTEMS; OBSERVATION POINTS; PARAMETRIC ANALYSES; PEAK AMPLITUDES; PEAK FREQUENCIES; PROBABILITY OF EXCEEDANCE; SDOF SYSTEMS; SEISMIC LOADINGS; SPECTRAL ANALYSES; STATE SPACE MODEL (SSM); STRUCTURAL IDENTIFICATION; STRUCTURAL MODEL (SM); STRUCTURAL POINTS;

MODAL ANALYSIS;

DYNAMIC ANALYSIS; EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; HISTORIC BUILDING; KOCAELI EARTHQUAKE 1999; PARAMETERIZATION; SAFETY; SPECTRAL ANALYSIS; STRUCTURAL ANALYSIS; TRANSFER FUNCTION; VIBRATION;

EID: 48149098738     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.08.005     Document Type: Article

References (23)

1. Mustafa Erdik. Report on 1999 Kocaeli and Düzce (Turkey) earthquakes, Bogazici Univ., Kandilli Observatory and Earthquake Research Institute, Department of Earthquake Engineering; 2000
2. Lourenco̧ P.B., Krakowiak K.J., Fernandes F.M., and Ramos L.F. Failure analysis of monastery of jeronimos, Lisbon: How to learn from sophisticated numerical models. Engineering Failure Analysis 14 (2007) 280-300
3. Herndndez S., Romera L.E.. Computer modelling of the Basilica of Pilar in Zaragoza (Spain). In: C.A BREBBIA Wessex Institute of Technology, UK, editor. Structural studies, repairs and maintenance of heritage architecture VIII. 2003. 864 pages
4. Lus H., De Angelis M., Betti R., and Longman R.W. Obtaining physical parameters of mechanical systems from identified state space models. Part I: theoretical discussions. ASCE Journal of Engineering Mechanics 129 5 (2003) 477-488
5. Goodwin Godfrey. Gaspare Fossati Di Morcote and His Brother Giuseppe. In: A history of Ottoman architecture. London; 1971
6. Sakin Orhan. Tarihsel kaynaklari{dotless}yla İstanbul Depremleri, İstanbul, 2002 reference: Gregoras Nikephoros Historia, 2, p. 694
7. Farrar CR, Doebling SW, Cornwell PJ, Straser E.G.. Variability of modal parameters measured on the Alamosa Canyon bridge. In: Proc. 15th international modal analysis conf. 1997
8. Beyen Kemal. Structural identification of the fatih mosque damaged during the 1999 Kocaeli earthquake. Soil dynamics and earthquake engineering [in review]
9. Ekrem Hakki Ayverdi. Fatih era in Ottoman architecture-Osmanli mimarisinde Fatih devri: 855-886 (1451-1481):III, Baha Matbaasi, Istanbul, 1973; p. 356-387 [Turkish]
10. Godfrey G. A history of Ottoman architecture (1997), Thames and Hudson, London p. 121-31 [Reprint of 1971]
11. Ginell W.S., and Leroy Tolles E. Seismic stabilization of historic adobe structures. JAIC 39 1 (2000) 147-163
12. Ramos LF, Guido de Roeck Paulo B, Lourenço Alfredo, Campos-Costa. In: Lourenço PB, Roca P, Modena C, Agrawal S, editors, Vibration based damage identification of masonry structures. Structural analysis of historical constructions. New Delhi; 2006
13. Durukal E., Cimilli S., and Erdik M. Dynamic response of two historical monuments in Istanbul deduced from the recordings of Kocaeli and Düzce earthquakes. Bulletin of the Seismological Society of America 93 2 (2003) 694-712
14. Sakin Orhan. Tarihsel kaynaklari{dotless}yla İstanbul Depremleri, İstanbul, 2002 reference: Gregoras Nikephoros Historia, 2, p. 694
15. Mathworks. Signal processing toolbox for Matlab, Ver. 6.5 Release 13 (2002), The MathWorks Inc., Natick (MA)
16. Juang J.-N., and Pappa R.S. An eigensystem realization algorithm for modal parameter identification and model reduction. Journal of Guidance, Control, and Dynamics 8 5 (1985) 620-627
17. Phan MQ. Observer/Kalman filter identification (OKID): step-by-step guide and references. In: A Matlab-based system identification software package. Department of Mechanical and Aerospace Engineering, Princeton University; 1997
18. Juang J.-N. Applied System Identification (1994), Prentice Hall, Inc., Englewood Cliffs (NJ 07632)
19. Bendat J.S. Nonlinear system analysis and identification from random data (1990), Wiley-Interscience
20. Beyen K., and Erdik M. Two-dimensional nonlinear site response analysis of Adapazari{dotless}plain and predictions inferred from aftershocks of the Kocaeli earthquake of 17 August 1999. Soil Dynamics and Earthquake Engineering 24 (2004) 261-279
21. Arias A. A measure of earthquake intensity. In: Hansen R.J. (Ed). Seismic design for nuclear power plants (1970), MIT Press, Cambridge (MA) 438-483
22. Trifunac M.D., and A G B. A study on the duration of strong earthquake motion. BSSA 65 3 (1975) 581-626
23. Ministry of Public Works and Settlement Government of Republic of Turkey, Specification for structures to be built in disaster areas; 6 March 2007 [Turkish]