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× |
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EFFECT OF INFILLS ON TORSION AND SOFT STOREY IN A CONVENTIONAL RESIDENTIAL BUILDING IN TEHRAN-IRAN |
20,000 ریال |
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20,000 ریال |
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× |
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A SEMI ACTIVE CONTROL STRATEGY FOR SEISMIC TORSIONALLY COUPLED BUILDING STRUCTURES |
20,000 ریال |
|
20,000 ریال |
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× |
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EVALUATION OF WALL THICKNESS EFFECTS ON SEISMIC BEHAVIOR OF ABOVEGROUND CYLINDRICAL ANCHORED AND UNANCHORED STEEL TANKS |
20,000 ریال |
|
20,000 ریال |
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× |
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CHARACTERISTIC EARTHQUAKE HAZARD IN TEHRAN REGION |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES |
20,000 ریال |
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20,000 ریال |
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× |
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MODELING AND INVESTIGATION OF THE SEISMIC BEHAVIOR OF PRECAST CONNECTIONS FOR RC MOMENT FRAMES |
20,000 ریال |
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20,000 ریال |
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× |
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A NEW APPROACH FOR TUNING ATMD IN ORDER TO IMPROVE SEISMIC RELIABILITY INDEX OF STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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ASSESSMENT OF THE PARK & ANG DAMAGE INDEX FOR PERFORMANCE LEVELS OF RC MOMENT RESISTING FRAMES |
20,000 ریال |
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20,000 ریال |
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× |
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AFTERSHOCK DECAY RATES IN THE ZAGROS AND PROBABILISTIC SEISMIC AFTERSHOCK HAZARD ANALYSIS OF THE 2013 APRIL 9 SHONBE (BUSHEHR) EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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AN INVESTIGATION OF ECCENTRICALLY BRACED FRAMES WITH DIFFERENT GEOMETRICAL PATTERNS |
20,000 ریال |
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20,000 ریال |
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× |
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THE MULTILAMINATE MODEL FOR PUSHOVER ANALYSIS OF LARGE SCALE UNREINFORCED MASONRY STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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OPTIMAL PERFORMANCE-BASED DESIGN OF STEEL BRACED FRAMES BY PSO AND FA METAHEURISTICS |
20,000 ریال |
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20,000 ریال |
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× |
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MITIGATION OF SEISMIC RESPONSE OF SLOPE-TYPE OPOGRAPHIES USING SEISMIC ISOLATION |
20,000 ریال |
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20,000 ریال |
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× |
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A COMPARATIVE STUDY ON ESTIMATION OF LATERAL DISPLACEMENT AT FIRST YIELDING OF MRF STRUCTURES |
20,000 ریال |
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20,000 ریال |
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