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× |
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LEVEL CROSSING APPROACH IN SPATIAL AND TEMPORAL DEPENDENCE IN EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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A STOCHASTIC-SPECTRAL FINITE ELEMENT METHOD FOR ANALYSIS OF ELASTO-DYNAMIC PROBLEMS |
20,000 ریال |
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20,000 ریال |
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× |
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THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE |
20,000 ریال |
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20,000 ریال |
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× |
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PARAMETRIC STUDY ON OPTIMUM DETERMINATION OF DOUBLE TUNNED MASS DAMPER (DTMD) CHARACTERISTICS FOR MOMENT – RESISTING STEEL FRAMES UNDER SEISMIC LOADING |
20,000 ریال |
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20,000 ریال |
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× |
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SIMULATION OF LATERAL SPREADING OF GENTLY SLOPING LIQUEFIED GROUND |
20,000 ریال |
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20,000 ریال |
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× |
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RISK MANAGEMENT FOR CULTURAL HERITAGE SITES IN ITALY: THE CASE OF THE UNESCO SITE PORTOVENERE, CINQUE TERRE AND THE ISLANDS (PALMARIA, TINO AND TINETTO) |
20,000 ریال |
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20,000 ریال |
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× |
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BEHAVIOR OF SLIDING ISOLATORS WITH VARIABLE FRICTION UNDER NEAR-FAULT EARTHQUAKES |
20,000 ریال |
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20,000 ریال |
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× |
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STRUCTURAL MATURITY OF BLIND FAULTS IN ZAGROS FOLD AND THRUST BELT |
20,000 ریال |
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20,000 ریال |
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× |
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RARID ESTIMATION OF EPICENTARL DISTANCE USING INITIAL PORTION OF P-WAVE |
20,000 ریال |
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20,000 ریال |
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× |
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CRUSTAL GEOMETRY AND TRASNSITION ZONE BOUNDARIES BENEATH IRAN |
20,000 ریال |
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20,000 ریال |
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× |
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COMPARING NONLINEAR TIME HYSTORY AND NONLINEAR STATIC ANALYSIS OF RC STRUCTURES WITH VERTICAL MASS IRREGULARITY |
20,000 ریال |
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20,000 ریال |
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× |
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EXPERIMENTAL STUDIES ON A NEW VISCOUS DAMPER AND DETERMINATION OF ITS MECHANICAL PROPERTIES |
20,000 ریال |
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20,000 ریال |
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