SeismoSignal - A Computer Program for Signal Processing of Strong-motion Data, 2004, ver. Computer Software, Redmond, Washington: Microsoft, 2003. Schnabel, P.M., Lysmer, J., and Seed, H.B., SHAKE: A Computer Program for Conducting Equivalent Linear Seismic Response Analyses for Horizontally Layered Soil Deposits, EERI, University of California, Berkeley, 1992. The International Business Machines Corporation (IBM), USA, 1991. User Manual, University of Southern California, 2001.įortran 90: Imperative Programming Language that is Especially Suited to Numeric Computation and Scientific Computing. and Tobita, T., NERA: A Computer Program for Nonlinear Earthquake Site Response Analyses of Layered Soil Deposits.
Seismosignal student version code#
īHRS (Building and Housing Research Center), Iranian Code of Practice for Seismic Resistance Design of Buildings, Standard No.
![seismosignal student version seismosignal student version](https://i.ytimg.com/vi/Ns5tMBXtVIU/maxresdefault.jpg)
Iwan, W.D., On A Class of Models for the Yielding Behavior of Continuous and Composite Systems, Journal of Applied Mechanics, 34(3), 1967, pp. Kramer, S.L., Geotechnical Earthquake Engineering, Prentice Hall, New Jersey, 1996. Mammo, T., Site-Specific Ground Motion Simulation and Seismic Response Analysis at the Proposed Bridge Sites, Engineering Geology, 79, 2005, pp.127–150. and Chen, S.L., Parametric Study of Site Response Analysis, Soil Dynamics and Earthquake Engineering, 10, 1991, pp. and Abdelwahab, A., Site Response and Earthquake Design Spectra for Central Khartoum, Bull Earthquake Eng, 4, 2006, pp. and Rami Reddy, G., Equivalent Linear Seismic Ground Response Analysis of Some Typical Sites in Mumbai, Geotech Geol Eng, 29, 2011, pp. Yang, Z., Numerical Analysis of Permafrost Effects on the Seismic Site Response, Soil Dynamics and Earthquake Engineering, 31, 2011, pp. Reyes, D.K., A Hypoplastic Model for Site Response Analysis, Soil Dynamics and Earthquake Engineering, 29, 2009, pp.173–184. and Behzadafshar, K., A Case Study on Nonlinear Seismic Geotechnical Site Response Analysis Subjected to Bam Earthquake Incites (Sirdjan Balvavard bridge-Kerman province-Iran), Arab J Geosci, 4, 2011, pp. User Manual, University of Southern California, 2000.Ībbaszadeh Shahri, A. 145 - 148.īardet, J.P., Ichii, K., and Lin, C.H., EERA: A Computer Program for Equivalent-Linear Earthquake Site Response Analyses of Layered Soil Deposits.
![seismosignal student version seismosignal student version](https://seismosoft.com/wp-content/uploads/2020/01/SeismoSignal.jpg)
and Maugeri, M., GEODIN: A Computer Code for Seismic Soil Response, 9th Italian Conference of Computational Mechanics, Catania, Italy, 20-22 June, (in Italian), 1995, pp. Ĭavallaro, A., Grasso, S., and Maugeri, M., Site Response Analysis for Tito Scalo Area (PZ) in the Basilicata Region, Geotechnical Earthquake and Engineering and Soil Dynamics IV Congress, Italy, 2008, pp. and Siyahi, B., A Comparative Study on Linear and Nonlinear Site Response Analysis, Environ Geol, 50, 2006, pp.
Seismosignal student version software#
Finally, output of the software is compared with the reference result on site.Īrslan, H. Analysis was done using two softwares EERA (equivalent linear analysis) and NERA (nonlinear analysis) and compared. Using 13 well known earthquake records and geotechnical information of sand in the Qeshm Island (Iran) and classification of earthquakes based on seismic parameters, the influence of each parameter on the Response spectra and Fourier Spectrum of surface of ground becomes evident.
![seismosignal student version seismosignal student version](https://image.slidesharecdn.com/alioncelcv-190425153601/95/cvprofdrali-osman-ncel-2-638.jpg)
Many methods have been proposed for the analysis of one-dimensional ground response such as nonlinear methods and equivalent linear with reduced modulus. The influence of nonlinearity and linearity of soils on the site response is also investigated. This paper presents the importance of the adequate soil behavior model to simulate earthquake site response analysis. Geotechnical earthquake engineers have been trying to determine the most appropriate solution techniques for ground response analysis under earthquake loadings. Department of Civil Engineering, Hormozgan University, Bandar -e- Abbas