|
Journal papers (ISI and ISC)
1. Nicknam, A., Sabeti, M. R., & Shabbazian-Ahari, A. (1999). The evaluation of strength reduction factors in multi-DOF systems. Computing Developments in Civil and Structural Engineering, 53-58.
2. Nicknam, A., Ahari, A. S., & Sabeti, M. R. (1999). HYSTERETIC ENERGY CAPACITY IN ENERGY-BASED DAMAGE MODEL DESIGN.Developments in Analysis and Design Using Finite Element Methods, 215.
3. Nicknam, A., Abbasnia, R., Eslamian, Y., & Bozorgnasab, M. Synthesize of the 31 st March 2006 (Mw 6.1) Silakhor Earthquake (Iran), using Empirical Green’s Functions Method.
4. Nicknam, A., Yaghmaei, S., & Yazdani, A. (2007). Simulation of the Strong-Motion Records from the 2003 Bam Earthquake in Iran Using Stochastic Technique.
5. Nicknam, A., Yaghmaei Sabegh, S., & Yazdani, A. (2008). Estimating the strong motion of the December 26, 2003 Bam (Iran) earthquake using stochastic techniques. IUST International Journal of Engineering Science,19(3), 45-55.
6. Nicknam, A., Abbasnia, R., Eslamian, Y., & Bozorgnasab, M. (2009). Extrapolating strong ground motion of the Silakhor earthquake (ML 6.1), Iran, using the empirical Green's function (EGF) approach based on a genetic algorithm. Canadian Journal of Earth Sciences, 46(11), 801-810.
7. Nicknam, A., Yazdani, A., & Yaghmaei Sabegh, S. (2009). Predicting probabilistic-based strong ground motion time series for citadel of Arg-E-Bam (South-East of Iran). Journal of Earthquake Engineering, 13(4), 482-499.
8. Nicknam, A., Abbasnia, R., Bozorgnasab, M., & Eslamian, Y. (2009). Synthesizing the 2004 mw 6.2 kojour earthquake using empirical green's function. Asian Journal of Scientific Research, 2(3), 119-134.
9. Nicknam, A., 2009. Comparison the Proposed Probabilistic-Based Time-History and the Traditional PSHA Approach. Am. J. Applied Sci., 6: 652-655.
10. Nicknam, A., Abbasnia, R., Bozorgnasab, M., & Eslamian, Y. (2009). Empirical Green’s Function.
11. Nicknam, A., & Hashemi, R. (2009). Evaluation and Assessment the Effect of Overstrength Factor in Seismic Behavior of Steel Moment Resisting Frames.
12. Nicknam, A., & Eslamian, Y. (2010). A hybrid method for simulating near-source, broadband seismograms: Application to the 2003 Bam earthquake (Mw 6.5). Tectonophysics, 487(1), 46-58.
13. Nicknam, A., Abbasnia, R., Bozorgnasab, M., & Eslamian, Y. (2010). Synthesizing strong motion using empirical Green's function and genetic algorithm approach. Journal of earthquake engineering, 14(4), 512-526.
14. Nicknam, A., Abbasnia, R., Eslamian, Y., Bozorgnasab, M., & Mosabbeb, E. A. (2010). Source parameters estimation of 2003 Bam earthquake Mw 6.5 using empirical Green’s function method, based on an evolutionary approach. Journal of earth system science, 119(3), 383-396.
15. Nicknam, A., Abbasnia, R., Bozorgnasab, M., & Eslamian, Y. (2010). Synthesizing Broadband Time-Histories at Near Source Sites; Case Study, 2003 Bam Mw6. 5 Earthquake. Journal of Earthquake Engineering, 14(6), 898-917.
16. Nicknam, A., Yazdani, A., & Saeedi, K. Earthquake duration effect on the nonlinear response of MDOF system using a new version of Incremental Dynamic Analysis (IDA).
17. Nicknam, A., & Eslamian, Y. (2011). An EGF-based methodology for predicting compatible seismograms in the spectral domain using GA technique. Geophysical Journal International, 185(1), 557-573.
18. Nicknam, A., Mosleh, A., & Jamnani, H. H. (2011). Seismic Performance Evaluation of Urban Bridge using Static Nonlinear Procedure, Case Study: Hafez Bridge. Procedia Engineering, 14, 2350-2357.
19. Nicknam, A., Issa, M. A., Yazdani, A., Yaghmaei-Sabegh, S., & Eslamian, Y. (2012). Predicting seismogram at far source site using omega-squared source spectrum model. Journal of Earthquake Engineering, 16(1), 105-124.
20. Hamidi Jamnani, H., Hosseini, A., Issa, M. A., & Nicknam, A. (2012, May). Seismic structural performance using theoretical-based synthetic waveform with respect to the site soil conditions. In Second International Conference on Performance-Based Design in Earthquake Geotechnical Engineering.
21. AFARANI, M. H. C., & NICKNAM, A. (2012). Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach. Gazi University Journal of Science, 25(3), 751-760.
22. Nicknam, A., Barkhodari, M. A., Jamnani, H. H., & Hosseini, A. (2013). 979. Compatible seismogram simulation at near source site using Multi-Taper Spectral Analysis approach (MTSA).
23. Nicknam, A., Hosseini, A., Jamnani, H. H., & Barkhordari, M. A. (2013). Reproducing fling-step and forward directivity at near source site using of multi-objective particle swarm optimization and multi taper. Earthquake Engineering and Engineering Vibration, 12(4), 529-540.
24. Dayhim, N., Nicknam, A., Barkhordari, M. A., Hosseini, A., & Mehdizad, S. (2013). Experimental investigation of square RC column strengthened with near surface mounted GFRP bars subjected to axial and cyclic lateral loads.Scientia Iranica. Transaction A, Civil Engineering, 20(5), 1361.
25. Yazdani, A., Nicknam, A., Khanzadi, M., & Motaghed, S. (2014). An artificial statistical method to estimate seismicity parameter from incomplete earthquake catalogs, a case study in metropolitan Tehran, Iran. Scientia Iranica.
26. Nicknam, A., Hosseini, A., Jamnani, H. H., & Barkhordari, M. A. (2014). Investigation of fling-step effect on the selected structures subjected to the simulated Fandoqa near source strong motion. Journal of Vibroengineering,16(1), 15-30.
27. Yakhchalian, M., Ghodrati Amiri, G., & Nicknam, A. (2014). A new proxy for ground motion selection in seismic collapse assessment of tall buildings.The Structural Design of Tall and Special Buildings, 23(17), 1275-1293.
28. Yakhchalian, M., Nicknam, A., & Amiri, G. G. (2014). Proposing an optimal integral-based intensity measure for seismic collapse capacity assessment of structures under pulse-like near-fault ground motions. Journal of Vibroengineering, 16(3), 1360-1375.
29. Nicknam, A., Barkhordari, M. A., Jamnani, H. H., & Hosseini, A. (2014). Probable contribution of fling-step effect on the response spectra at near source site. Journal of Vibroengineering, 16(1), 334-340.
30. Nicknam, A., Khanzadi, M., Motaghed, S., & Yazdani, A. (2014). Applying b-value variation to seismic hazard analysis using closed-form joint probability distribution. Journal of Vibroengineering, 16(3), 1376-1386.
31. Khanzadi, M., Nicknam, A., Yazdani, A., & Motaghed, S. (2014). 1210. A Bayesian approach for seismic recurrence parameters estimation. Journal of Vibroengineering, 16(2).
32. Nicknam, A., & Dadras, E. Y. Modification of the Design Response Spectra in Iranian Standard 2800 (Fourth Version) Taking in to Account the Directivity Effects.
33. Nicknam, A., Asgari, M. J., & Dadras, E. Y. (2014). COMPARISON THE STRUCTURAL NONLINEAR RESPONSE UNDER TRADITIONAL IDA AND THE CONDITIONAL SPECTRUM-BASED SELECTED EARTHQUAKES.ASIAN JOURNAL OF CIVIL ENGINEERING (BHRC), 15(1), 123-134.
34. Nicknam, A., Eftekhari, S. N., & Yazdani, A. (2015). Estimation of near fault ground motion based on a hybrid source model and a theoretical Green’s function method. Journal of Vibroengineering, 17(1), 357-368.
35. Nicknam, A., Ganjvar, M., & Mazarei, A. (2015). A method to calculate spectral shape factor. The IES Journal Part A: Civil & Structural Engineering, 8(4), 276-283.
36. Yakhchalian, M., Nicknam, A., & Amiri, G. G. (2015). Optimal vector-valued intensity measure for seismic collapse assessment of structures.Earthquake Engineering and Engineering Vibration, 14(1), 37-54.
Conference paper
37. Ahamad Nicknam, Yasser Eslamian, Mohsen Bozorgnasab, “Modification of seismological parameters of Zarand earthquake (2005 February 22), in central Iran, Using Empirical Green’s function method”. Australian Conference, 25-27 November, 2007.
38. A. Nicknam, R. Abbasnia1, M. Bozorgnasab, Y. Eslamian, A. Nicknam, “Minimizing the Uncertainties of Seismological-Geotechnical Source Parameters using a Genetic Algorithm Approach”. Greece Conference, 2008.
39. Ahmad Nicknam and Azad Yazdani," Simulation of Ground Motions from the 22 February 2005 Zarand (Iran) Earthquake Mw 6.4", Earthquake Engineering and Engineering Vibration, 2008.
40. A. Nicknam, R. Abbasnia, Y. Eslamian, M. Bozorgnasab,” Synthesize of the 31st March 2006 (Mw 6.1) Silakhor Earthquake (Iran), using Empirical Green’s Functions Method ‘.The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China.
41. A.Nicknam, S.Yaghmaei, A. Yazdani “Generation of Ground Motions for Zarand Region in Iran Based on Stochastic Model”, 8th ECT, Las Palmas de Gran Canaria, Spain, 2006.
42. A. Nicknam, A. Yazdani and S. Yaghmaei, “Stochastic Simulation Based on Finite-Fault Modeling from the 22 February 2005 (M 6.4) Zarand Earthquake in Central Iran”, 8th ECT, Las Palmas de Gran Canaria, Spain, 2006.
43. A. Nicknam, A. Yazdani and S. Yaghmaei, “Stochastic Simulation of Strong Motion Record From The 26th December 2003 Bam Earthquake”, 1st ECEES – Switzerland, Geneva 2006.
44. A. Nicknam and S.Yaghmaei and A.Yazdani, “Simulation of the strong-motion records from the 2003 Bam earthquake in Iran using stochastic technique”, Greece, 2007.
45. A. Nicknam, R. Abbasnia, Y. Eslamian, M. Bozorgnasab," Synthesizing the 2006 Silakhor (Darb-e-Astane) earthquake (Iran), using Empirical Green’s function method", (AEES 2008, Australia, Papers for Proceedings)
46. A. Nicknam, R. Abbasnia, Y. Eslamian, M. Bozorgnasab,"Estimating the Seismological Source Parameters of the 2006 Silakhor Earthquake, Iran, Using a Genetic Algorithm", Proceedings of the Ninth International Conference on Computational Structures Technology, Greece, Paper 203.
47. A. Nicknam, R. Abbasnia, Y. Eslamian, M. Bozorgnasab,"Estimating the Seismological Source Parameters of Silakhor Earthquake", March 31, 2006, Iran, Using Genetic Algorithm", The 14thWorld Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China.
|
