Time dependent changing of dynamic characteristics of laboratory arch dam model-Reference-Cited by-同舟云学术

Time dependent changing of dynamic characteristics of laboratory arch dam model

Published:2014-11-17 Issue:4 Volume:19 Page:1069-1077
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Altunişik Ahmet Can,Sevİm Barış,Bayraktar Alemdar,Adanur Süleyman,Günaydin Murat

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s12205-014-1080-3.pdf

Reference24 articles.

1. Altunşık, A. C., Bayraktar, A., Sevim, B., and Özdemir, H. (2011). “Experimental and analytical system identification of Eynel arch type steel highway bridge.” Journal of Constructional Steel Research, Vol. 67, No. 12, pp. 1912–1921, DOI: 10.1016/j.jcsr.2011.06.008 .

2. Arch Dams (1968). “A review of British research and development.” Proceedings of the Symposium held at the Institution of Civil Engineers, London, England.

3. Barpi, F. and Valente, S. (2002). “Fuzzy parameters analysis of timedependent fracture of concrete dam models.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 26, pp. 1005–1027, DOI: 10.1002/nag.235 .

4. Bayraktar, A., Altunşık, A.C., Sevim, B., and Türker, T. (2007). “Modal testing and finite element model calibration of an arch type Steel footbridge.” Steel and Composite Structures, Vol. 7, No. 6, pp. 487–502, WOS:0002522878.0005.

5. Bayraktar, A., Sevim, B., and Altunişik, A. C. (2011). “Finite element model updating effects on nonlinear seismic response of arch damreservoir- foundation systems.” Finite Elements in Analysis and Design, Vol. 47, No. 2, pp. 85–97, DOI: 10.1016/j.finel.2010.09-005 .

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