Open Access
Issue
MATEC Web Conf.
Volume 149, 2018
2nd International Congress on Materials & Structural Stability (CMSS-2017)
Article Number 02041
Number of page(s) 7
Section Session 2 : Structures & Stability
DOI https://doi.org/10.1051/matecconf/201814902041
Published online 14 February 2018
  1. ING: Institute National Geophysics, Rabat-Morocco. [Google Scholar]
  2. RPS2000 révisé 2011. (Applicable aux bâtiments). Ministère de l'aménagement du territoire, de l'urbanisme, de l'habitat et de l'environnement, Secrétariat d'Etat à l'Habitat, 78 p. [Google Scholar]
  3. Youssef BELMOUDEN. Analyse spectrale non itérative des oscillateurs simples sous l'action des tremblements de terre. Bulletin de l'Institut Scientifique, Rabat, section Sciences de la Terre, 2004, n°26, 1-10. [Google Scholar]
  4. Alain PECKER, livre de Dynamique des sols, Presse de l'école nationale des Ponts et Chaussées 1984. [Google Scholar]
  5. Steven L. Kramer. Geotechnical Earthquake Engineering. Prentice Hall. Upper Saddle River, New Jersey 07458. [Google Scholar]
  6. USGS : US Geological Survey. [Google Scholar]
  7. A.K. Abd El-Aal, Ground motion prediction from nearest seismogenic zones in and around greater cairo area, Egypt, Natural Hazards and Earth System Sciences 10 (2010) 1495–1511. [CrossRef] [Google Scholar]
  8. Mohamed I.S. Elmasry. Response spectra for differential motion of structures supports during earthquakes in Egypt. Housing and Building National Research Center Journal (2012) 8, 217–227". [Google Scholar]
  9. B. Madani, F. Behnamfar, H. Tajmir Riahi. Dynamic response of structures subjected to pounding and structure-soil-structure interaction. Soil Dynamics and Earthquake Engineering 78 (2015) 46–600. [CrossRef] [Google Scholar]
  10. ALLIN CORNELL. ENGINEERING SEISMIC RISK ANALYSIS. Bulletin of the Seismological Society of America. Vol. 58, No. 5, pp. 1583-1606. October,1968. [Google Scholar]
  11. Chopra A.K. 1995 Dynamics of structures, theory and applicationto earthquake engineering. Prentice Hall, Englewood Cliffs, New Jersey. [Google Scholar]
  12. Juan C. Reyes, Luis Ardila-Bothia, J. Paul Smith-Pardo, J. Nicolás Villamizar-Gonzalez, Oscar A. Ardila-Giraldo. Evaluation of the effect of containers on the seismic response of pile-supported storage structures. Engineering Structures 122 (2016) 267–278. [CrossRef] [Google Scholar]
  13. Xiaolan Pan, Zhi Zheng, Zhenyu Wang. Estimation of floor response spectra using modified modal pushover analysis. Soil Dynamics and Earthquake Engineering 92 (2017) 472–487. [CrossRef] [Google Scholar]
  14. A. Douiri, T. Mourabit, A. Cheddadi, M. Chourak, S. Louhibi. Spectral coincidences of background noise between soil and existing buildings in Imzouren city, Morocco. Journal of Materials and Environmental Science (2015). p366-376. [Google Scholar]
  15. A.F. Drennov, V.I. Dzhurik, S.P. Serebrennikov, E.V. Bryzhak, N.N. Drennova. Acceleration response spectra for the earthquakes of the southwestern flank of the Baikal Rift Zone. Russian Geology and Geophysics 54 (2013) 223–230. [CrossRef] [Google Scholar]
  16. A.F. Drennov, V.I. Dzhurik, S.P. Serebrennikov, E.V. Bryzhak, N.N. Drennova. The basic parameters of acceleration spectra for M > 5 earthquakes in the Baikal Rift Zone. Russian Geology and Geophysics 56 (2015) 773–781. [CrossRef] [Google Scholar]
  17. Bilal Ahmad and Imtiyaz Akbar Najar. Comparative Seismic Analysis of EL Centro and Japan Earthquakes using Response Spectra Method. International Journal of Current Engineering and Technology. Vol.6, No.5 (Oct 2016). [Google Scholar]
  18. Kiureghian, A., Neuenhofer, A. 1992 Response spectrum method for multisupport seismic excitations. Earthquake Engineering and Structural Dynamics 21(8) 713-740. [Google Scholar]
  19. Lukas Moschen, Christoph Adam, Dimitrios Vamvatsikos. A response spectrum method for peak floor acceleration demands in earthquake excited structures. Probabilistic Engineering Mechanics 46 (2016) 94–106. [CrossRef] [Google Scholar]
  20. M. Mouzzoun, O. Moustachi, A. Taleb. Assessment of the behaviour factor for seismic design of reinforced concrete buildings. Journal of Materials and Environmental Science (2013). p23-32. [Google Scholar]
  21. Masumi Yamada; et al. (2010). Spatially Dense Velocity Structure Exploration in the Source Region of the IwateMiyagi Nairiku Earthquake. Seismological Research Letters v. 81; no. 4;.Seismological Society of America. pp. 597–604. [CrossRef] [Google Scholar]
  22. Newmark N.M. & Hall W. J. 1982 Earthquake spectra and design. Earthquake Engineering Institute. [Google Scholar]
  23. Shinozuka, M. 1970 Maximum structural response to seismic excitations. Journal of Engineering Mechanics Division (ASCE) 96 729-738. [Google Scholar]
  24. Thomas Wagener,Katsuichiro Goda, Mustafa Erdik, James Daniell,Friedemann Wenzel. A spatial correlation model of peak ground acceleration and response spectra based on data of the Istanbul Earthquake Rapid Response and Early Warning System. Soil Dynamics and Earthquake Engineering 85 (2016) 166–178. [CrossRef] [Google Scholar]
  25. Trifunac, M., Gicev, V. 2006 Response spectra for differential motion of columns paper II : Out-of-plane response. Soil Dynamics and Earthquake Engineering 26(12) 1149-1160. [CrossRef] [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.