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۱- رنجبران ع، رنجبران م، رنجبران ف (1398) يک خدا يک جهان يک فلسفه، فلسفه تغيير حالت )فتح( One god one universe one philosophy the state based philosophy Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 43:60-84 |
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۲- رنجبران ع، رنجبران م، رنجبران ف (1398) منحني فارسي، الفباي جديد براي تصميم گيري در بررسي پديده هاي طبيعي Persian Curves New Alphabets for decision making in natural phenomena Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 42:34-51 |
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۳- رنجبران ع، رنجبران م، مسعودي م (1398) ساخت و تنظيم منحني طراحي براي ستون فولادي بر اساس فلسفه تغيير حالت Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 41:65-72 |
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۴- رنجبران ع، رنجبران م (1398) ساخت و تنظيم منحني طراحي براي تير فولادي بر اساس فلسفه تغيير حالت Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 41:65-72 |
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۵- رنجبران ع، رنجبران م، رنجبران ف (1398) روش عام تحليل بيماري هاي واگير دار Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 41:124-132 |
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۶- رنجبران ع، بهاروند ع، رنجبران م، رنجبران ف (1398) منحني احتمال عام فارسي Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 41:100-110 |
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۷- رنجبران ع، رنجبران م، رنجبران ف (1398) آيين نامه عام براي طراحي عضوهاي فولادي Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 41:80-88 |
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۸- رنجبران ع، رنجبران م، رنجبران ف، نگهدارحقيقت ن، مسعودي م (1398) منحني فارسي دگر سنگ آسياي علم Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 41:31-38 |
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۹- رنجبران ع، رنجبران م، رنجبران ف (1397) نگرشي نو در پايداري ديناميکي سازه Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 36:114-121 |
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۱۰- رنجبران ع، رنجبران م، رنجبران ف (1397) پايداري بر اساس فلسفه تغيير حالت Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 36:106-113 |
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۱۱- رنجبران ع، رنجبران م، رنجبران ف (1397) مکانيک شکست بر اساس فلسفه تغيير حالت Journal of Science and Engineering Elitesمجله نخبگان علوم و مهندسي 36:79-87 |
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12- Ranjbaran A, Baharvand A (2020) Seismic Fragility Functions Grounded on State-Based Philosophy: Application to Low to Midrise Steel Frame Buildings KSCE Journal of Civil Engineering 0:0-0 |
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13- Baharvand A, Ranjbaran A (2020) A New Method for Developing Seismic Collapse Fragility Curves Grounded on State-Based Philosophy International Journal of Steel Structures 0:0-0 |
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14- Karimi F, Ranjbaran A, Amirian P (2019) Effect of R, µ and T on the Fragility Curves for Two Spans Reinforced Concrete Highway Bridges Journal of Applied Engineering Sciences 9:145-154 |
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15- Amirian P, Ranjbaran A (2019) Studying the Effect of Fundamental Structural Period on the Seismic Fragility Curves of Two-Span Integral Concrete Box Girder Bridges Iranian Journal of Science and Technology, Transactions of Civil Engineering 0:0-0 |
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16- Ranjbaran A, حسيني (2018) PROGRESSIVE COLLAPSE OF TALL STEEL BUILDINGS DESIGNED WITH OUTRIGGER BRACE SYSTEM NED University Journal of Research 151:1-14 |
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17- Ranjbaran A, Ranjbaran M (2018) STATE BASED METHOD FOR ULTIMATE STRENGTH ANALYSIS OF STIFFENED PANELS NED University Journal of Research 151:39-49 |
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18- Ranjbaran A, Ranjbaran M, Hashemi M, Farjah A (2017) Crack local dignity principle for damaged structures NED University Journal of Research 14:1-12 |
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19- Ranjbaran A, Tavazo H (2017) Fragility Analysis of 3D Reinforced Concrete Frames Based on Endurance Time Method with Derived Standard Deviation Journal of Earthquake and Tsunami 11:1750011-0 |
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20- Ranjbaran A, Ranjbaran M (2017) State based buckling analysis of beam-like structures Archive of Applied Mechanics 87:1555-1565 |
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21- Ranjbaran A, Ranjbaran M (2017) State Based Damage Mechanics NED University Journal of Research 14:13-26 |
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22- Ranjbaran A, Ranjbaran M (2017) Innovative theory for the compliance computations in rotors Scientia Iranica 24:1779-1788 |
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23- Ranjbaran A, Ranjbaran M (2017) PROPOSED METHOD OF STATE BASED PUSHOVER ANALYSIS NED University Journal of Research 14:77-84 |
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24- Ranjbaran A, Ranjbaran M, Ayatollahi S, TAGHIKHANI V, Shad S (2016) NATURAL FINITE ELEMENT METHOD: A NEW PROPOSAL FOR STIFFNESS CALCULATION USING NATURAL DERIVATIVES NED University Journal of Research 13:61-68 |
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25- Ranjbaran A, DehghanManshady A, Dehghan manshadi H (2016) Analysis of localization in the buckling of a two span column with elastic en connections European Journal of Environmental and Civil Engineering 20:1-25 |
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26- Ranjbaran A, Tavazo H (2016) A sensitivity analysis for enhancing IDA efficiency in fragility analysis of 3D reinforced concrete frames International Journal of Optimization in Civil Engineering 6:611-627 |
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27- Ranjbaran A (2016) New generalized weight function for stress intensity factor Ned University Journal of Research 13:33-42 |
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28- Ranjbaran A, Ranjbaran M (2016) State Functions The Milestone of Fracture Archive of Applied Mechanics 86:1-14 |
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29- Ranjbaran A (2015) Dynamic Stability Analysis of Functionally Graded Material Beams NED University Journal of Research 12:95-106 |
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30- Mohammad Mirzai N, Ranjbaran A, Saffari H (2015) Nonliear dynamic analysis of space trusses using conjugate residual and incomplete orthogonoalization algorithms Iranian Journal of Structural Engineering 1:95-103 |
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31- Ranjbaran A, Panahi M (2015) INVESTIGATION THE EFFECT OF PARAMETER ''DIRECTION OF WALLS CURVATURE" IN THE RESISTANCE OF CONCRETE WALL SHELTERS AGAINST BLAST LOADING LUDUS VITALIS 11:127-133 |
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32- Ranjbaran A (2015) NEW INTERPOLATION METHOD FOR FREE VIBRATION AND STABILITY ANALYSIS OF CRACKED BEAMS NED University Journal of Research 12:81-94 |
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33- Ranjbaran A (2015) Buckling analysis of stiffened frames Ned University Journal of Research 12:29-43 |
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34- Ranjbaran A, Ehsaei M (2014) Seismic Evaluation of Reinforced Concrete Structures by the Endurance Time Method GERMAN JOURNAL OF CIVIL ENGINEERING RESEARCH (GJCER) :28-35 |
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35- Ranjbaran A, Ehsaei M (2014) Comparison of Endurance Time Method and Increasing Dynamic Method for Reinforced Concrete Structures GERMAN JOURNAL OF CIVIL ENGINEERING RESEARCH (GJCER) 1:17-27 |
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36- Ranjbaran A (2014) Benchmark equations for determination of main parameters of fracture mechanics NED University Journal of Research 11:29-38 |
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37- Ranjbaran A (2014) Free vibration analysis of stiffened frames ASCE Journal of Engineering Mechanics 140:040140711-040140719 |
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38- Ranjbaran A (2014) Square of the Dirac's Delta distribution a New Definition for Engineering Mechanics Ned University journal of research 11:21-27 |
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39- Ranjbaran A, Ranjbaran M (2014) New Finite Element for Buckling Analysis of Cracked Structures ASCE Journal of Engineering Mechanics 140:40140141-401401410 |
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40- Ranjbaran A (2013) AN EVALUATION OF 100+30 METHOD TO CALCULATE SEISMIC RESPONSE OF STEEL STRUCTURE BUILDINGS Ned University journal of research 10:1-12 |
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41- Ranjbaran A, Roosta H (2013) The finite element analysis of cracked beams innovative weak form equations Ned University journal of research 10:39-46 |
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42- Ranjbaran A, Roosta H (2013) Interaction diagram for dynamic stability by the Laplace transform Ned University journal of research 10:31-38 |
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43- Ranjbaran A (2013) GOLDEN EQUATIONS FOR DYNAMIC CHARACTERISTICS OF BEAM-SPRING SYSTEMS Journal of Seismology and Earthquake Engineering 14:219-225 |
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44- Ranjbaran A, Roosta H (2013) A necessary modification for the finite element analysis of cracked members: detection, construction, and justification Archive of Applied Mechanics 83:1087-1096 |
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45- Ranjbaran A, Roosta H (2013) Dynamic stability of cracked columns; the stiffness reduction method Scientia Iranica 20:57-64 |
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46- Ranjbaran A (2012) Investigation on a mitigation scheme to resist the progressive collape of reinforced concrete buildings Frontiers of structural and civil engineering 64:421-430 |
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47- Ranjbaran A (2011) A new finite element analysis of free axial vibration of cracked bars Print Version Int. J. Numer. Biomed. Engng. 27:1611-1621 |
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48- Ranjbaran A (2011) Artificial earthquake record generation for Assaluye Chemical Complex NED University Journal of Research 8:13-24 |
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49- Ranjbaran A (2011) Free vibration and damage detection of cracked bars NED University Journal of Research 8:1-12 |
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50- Ranjbaran A (2010) Analysis of cracked members the governing equations and exact solutions Iranian journal of engineering, Trans. B 34:407-417 |
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51- Ranjbaran A (2010) A new finite element analysis of free axial vibration of cracked bars International journal for numerical methods in biomedical engineering 27:0-0 |
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52- Ranjbaran A (2009) A step toward happy ending to free vibration analysis of cracked members Ned University journal of research 6:113-122 |
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53- Ranjbaran A (2008) A nw approach for buckling and vibration analysis of cracked column. International Journal of Engineering Transaction A 21:225-230 |
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54- Ranjbaran A (2008) ASOM applied to column stability Communication in numerical methods in engineering 24:807-814 |
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55- Ranjbaran A (2006) ASOM applied to dynamic analysis Communication in numerical methods in engineering 22:967-974 |
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56- Ranjbaran A (1996) Mathematical formulation of embedded reinforcements in 3D brick elements Communication in numerical methods in engineering 12:897-903 |
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57- Ranjbaran A (1995) A computer model for the analysis of masonry columns Computers and Structures 553:543-551 |
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58- Ranjbaran A (1995) Advanced implementation of the boundary element method in elastostatics Computers and Structures 553:553-563 |
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59- Ranjbaran A (1994) DENA: A finite element program for the non-linear stress analysis of two-dimensional, metallic and reinforced concrete, structures Computers and Structures 512:191-211 |
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60- Ranjbaran A (1994) Cyclic symmetry in boundary elements Communication in Nummerical Methods in Engineering 103:217-225 |
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61- Ranjbaran A (1993) An efficient algorithm for computation of stresses due to strain measurements Computers and Structures 466:989-994 |
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62- Ranjbaran A (1991) Embedding of reinforcements in reinforced concrete elements implemented in DENA Computers and Structures 404:925-930 |
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63- Ranjbaran A (1991) A computer program for perspective projection of three-dimensional finite element models Computers and Structures 426:857-867 |
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64- Ranjbaran A (1991) A standard routine for rotation of a point about an axis in 3-D space Computers and Structures 404:915-924 |