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| 1 | Peak displacement patterns for the performance-based seismic design of steel eccentrically braced frames显示文摘Performance-based seismic design(PBSD) aims to assess structures at different damage states. Since damage can be directly associated to displacements, seismic design with consideration of displacement seems to be logical. In this study, simple formulae to estimate the peak floor displacement patterns of eccentrically braced frames(EBFs) at different performance levels subjected to earthquake ground motions are proposed. These formulae are applicable in a PBSD and especially in direct displacement-based design(DDBD). Parametric study is conducted on a group of 30 EBFs under a set of 15 far field and near field accelerograms which they scaled to different amplitudes to adapt various performance levels. The results of thousands of nonlinear dynamic analyses of EBFs have been post-processed by nonlinear regression analysis in order to recognize the major parameters that influence the peak displacement pattern of these frames. Results show that suggested displacement patterns have relatively good agreement with those acquired by an exact nonlinear dynamic analysis. | Ali Fakhraddini Hamed Saffari Mohammad Javad Fadaee | 2019 | Earthquake Engineering and Engineering Vibration2019，18，2： | 1 |
| 2 | Exact solutions for free flexural vibration of Lovy- type rectangular thick plates via third-order shear deformation plate theory 显示文摘 | Hosseini-HashemiS Fadaee M Taher H R D | 2011 | Appl Math Mod2011，35，2： | 1 |
| 3 | Balanced fuzzy particle swarm optimization显示文摘 | Amir Robati Gholam Abbas Barani Hossein Nezam Abadi Pour Mohammad Javad Fadaee Javad Rahimi Pour Anaraki | 2011 | Applied Mathematical Modelling2011，，5： | 1 |
| 4 | Multi-Objective Optimization of a Stand-alone Hybrid Renewable Energy System by Using Evolutionary Algorithms: A Review显示文摘 | FADAEE M RADZI M A M | 2012 | Renewable & Sustainable Energy Reviews2012，16，05： | 1 |
| 5 | The Cooperative Computer-Assisted Instruction in Mathematical Education显示文摘 | Mahmood Farhadian Esfandiar Eslami Mohammad Reza Fadaee | 2007 | Information Technology Journal2007，61，： | 1 |
| 6 | Accurate Natural Frequen- cies and Critical Speeds of a Rotating Functionally Graded Moderately Thick Cylindrical Shell 显示文摘 | Sh Hosseini-Hashemi M Fadaee | 2013 | Intema-tional Jour- nal of Mechanical Sciences2013，，76： | 1 |
| 7 | Shakedown Limit of Elastic-plastic Offshore Structures under Cyclic Wave Loading 显示文摘 | Fadaee M J Saffari H Tabatabaei R | 2008 | Ocean Engineering2008，35，1718： | 1 |
| 8 | A new exact analytical approach for free vibration of Reissner-Mindlin functionally graded rectangular plates显示文摘 | HOSSEINI-HASHEMI S FADAEE M ATASHIPOUR S R | 2011 | International Journal of Mechanical Sciences2011，53，1： | 1 |
| 9 | Seismic reliability assessment of RC structures including soil-structure interaction using wavelet weighted least squares support vector machine显示文摘 | Mohsen Khatibinia Mohammad Javad Fadaee Javad Salajegheh | 2013 | Reliability Engineering & System Safety2013，110，16： | 1 |
| 10 | Torsional behaviour of high-strength concrete beams strengthened using CFRP sheets: an experimental and analytical study显示文摘 | Mohammadizadeh M R Fadaee M J | 2009 | Scientia Iranica2009，16，4： | 1 |
| 11 | An ac- curate mathematical study on the free vibration of stepped thickness circular/annular Mindlin functionally graded plates 显示文摘 | Hosseini-Hashemi S Derakhshani M Fadaee M | 2013 | Applied Mathematical Modelling2013，37，6： | 1 |
| 12 | Investigation on the corrosion behaviour and microstructure of 2024-T3 Al alloy treated via plasma electrolytic oxidation显示文摘 | Hossein Fadaee Mehdi Javidi | 2014 | Journal of Alloys and Compounds2014，，： | 1 |
| 13 | Accurate natural frequencies and critical speeds of a rotating functionally graded moderately thick cylindrical shell 显示文摘 | Hosseini-Hashemi S Ilkhani M R Fadaee M | 2013 | International Journal of Mechanical Sciences2013，76，： | 1 |
| 14 | A new exact analytical approach for free vibration of Reissner–Mindlin functionally graded rectangular plates 显示文摘 | Hosseini-Hashemi Sh Fadaee M Atashipour S R | 2011 | International Journal of Mechanical Sciences2011，53，1： | 1 |
| 15 | Soil bentonite wall protects foundation from thrust faulting: analyses and experiment显示文摘When seismic thrust faults emerge on the ground surface,they are particularly damaging to buildings,bridges and lifelines that lie on the rupture path.To protect a structure founded on a rigid raft,a thick diaphragm-type soil bentonite wall(SBW) is installed in front of and near the foundation,at sufficient depth to intercept the propagating fault rupture.Extensive numerical analyses,verified against reduced–scale(1 g) split box physical model tests,reveal that such a wall,thanks to its high deformability and low shear resistance,'absorbs' the compressive thrust of the fault and forces the rupture to deviate upwards along its length.As a consequence,the foundation is left essentially intact.The effectiveness of SBW is demonstrated to depend on the exact location of the emerging fault and the magnitude of the fault offset.When the latter is large,the unprotected foundation experiences intolerable rigid-body rotation even if the foundation structural distress is not substantial. | Meysam Fadaee I. Anastasopoulos G. Gazetas M.K. Jafari M. Kamalian | 2013 | Earthquake Engineering and Engineering Vibration2013，12，3： | 1 |
| 16 | A new exactanalytical approach for free vibration of Reissner-Mindlin func-tionally graded rectangular plates显示文摘 | HASHEMI S FADAEE M ATASHIPOUR S R | 2011 | International Journal ofMechanical Sciences2011，53，： | 1 |
| 17 | Plasma electrolytic oxidation of 2024-T3 aluminum alloy and investigation on microstructure and wear behavior 显示文摘 | JAVIDI M FADAEE H | 2013 | Applied Surface Science2013，286，： | 1 |
| 18 | On the free vibration of moderately thick spherical shell panela new exact closed-formprocedure 显示文摘 | Hosseini-Hashemi S Fadaee M | 2011 | Journal of Sound and Vibration2011，330，17： | 1 |
| 19 | Seismic performance of high-strength concrete square columns confined with carbon fiber reinforced polymers 显示文摘 | Hosseini A Khaloo A R Fadaee S | 2005 | Canadian Journal of Civil Engineering2005，32，： | 1 |
| 20 | Shear Effects in Shakedown Analysis of Offshore Structures显示文摘In this paper, a formulation for shakedown analysis of elastic-plastic offshore structures under cyclic wave loading is presented. In this formulation, a fast numerical solution method is used, suitable for the Finite Element Method (FEM) analysis of large offshore structures on which shear effects in addition to bending and axial effects are taken into account. The Morison equation is adopted for converting the velocity and acceleration terms into resultant forces and it is extended to consider arbitrary orientations of the structural members. The theoretical methods of the shakedown analysis are discussed in detail and the formulation is applied to an offshore structure to verify the concept employed and its analytical capabilities. | M. J. Fadaee H. Saffari R. Tabatabaei | 2008 | Journal of Ocean University of China2008，7，2： | 0 |
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