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× |
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ANALYSIS OF FEATURE OF RECENT SEISMICITY IN VLORA-ELBASANI-DIBRA SEISMOGENIC ZONE |
20,000 ریال |
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20,000 ریال |
|
× |
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APPLICATION OF THE HIERARCHICAL SINGLE-SURFACE (HISS) PLASTICITY MODEL IN NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS UNDER MONOTONIC AND REVERSED CYCLIC LOADING |
20,000 ریال |
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20,000 ریال |
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× |
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RELIABILITY EVALUATION OF ENGINEERING DEMAND PARAMETERS BASED ON THE LENGTH OF SEISMIC LINKS IN ECCENTRICALLY BRACED FRAMES |
20,000 ریال |
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20,000 ریال |
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× |
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AUTOMATIC SHUT -OFF SYSTEM OF URBAN GAS STATIONS IN EARTHQUAKES |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC STRENGTHENING OF SMALL SCALE PLAIN CONCRETE COLUMNS WITH NEW HYBRID STEEL-FRP JACKETS |
20,000 ریال |
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20,000 ریال |
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× |
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ESTIMATION OF R FACTOR FOR MDOF SYSTEMS UNDER NEAR FIELD MOTIONS WITH FORWARD DIRECTIVITY EFFECT: MODIFICATION FACTORS |
20,000 ریال |
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20,000 ریال |
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× |
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PROPOSING AN OPTIMAL CABLE CONFIGURATION FOR LALI CABLE - STAYED BRIDGE USING SEISMIC RISK ASSESSMENT |
20,000 ریال |
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20,000 ریال |
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× |
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THE STUDY OF CRUSTAL SEISMIC ANISOTROPY IN NORTHWEST IRAN BY SHEAR WAVE SPLITTING OF CRUSTAL PHASES |
20,000 ریال |
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20,000 ریال |
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× |
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SIMULATION OF GROUND'S STRONG MOTION USING THE EMPIRICAL GREEN'S FUNCTION FOR THE AHAR-VARZEQAN EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATION OF EFFECTIVE PARAMETERS ON SEISMIC BEHAVIOR OF STEEL BRACED FRAME WITH CONTROLLED ROCKING APPROACH |
20,000 ریال |
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20,000 ریال |
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× |
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STUDY OF SPECTRAL DYNAMIC ANALYSIS IN RC MID-RISE STRUCTURES WITH SOFT STORY |
20,000 ریال |
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20,000 ریال |
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× |
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A CONSTITUTIVE MODEL FOR SILTY SANDS |
20,000 ریال |
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20,000 ریال |
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× |
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SPATIAL VARIABILITY OF NEAR-SOURCE SEISMIC GROUND MOTION WITH RESPECT TO DIFFERENT DISTANCE METRICS, WITH SPECIAL EMPHASIS ON MAY 29 2012 PO PLAIN EARTHQUAKE, ITALY |
20,000 ریال |
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20,000 ریال |
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× |
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ASSESSMENT OF GMPES FOR IRANIAN DATABASE BY EMPLOYING LLH AND EDR METHODS |
20,000 ریال |
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20,000 ریال |
|
× |
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EARTHQUAKE RISK MANAGEMENT USING NANOTECHNOLOGIES: A STUDY ON CENTRAL PART OF METROPOLITAN TEHRAN |
20,000 ریال |
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20,000 ریال |
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