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× |
 |
PERFORMANCE OF IMPORTANT BUILDINGS IN THE 2012 VARZAGHAN-AHAR EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
|
× |
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NUMERICAL ANALYSIS OF THE BEHAVIOR OF CONCENTRICALLY BRACED FRAMES UNDER CYCLIC LOADING CONSIDERING COLUMN ORIENTATION |
20,000 ریال |
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20,000 ریال |
|
× |
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EFFECTS OF METHODS OF SCALING AT LINEAR AND NONLINEAR RESPONSE OF THE BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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INVESTIGATION OF SEISMIC PARAMETERS OF AZERBAIJAN REGION, USING GENERALIZED INVERSION METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF ACTIVE TECTONIC OF SOHREIN FAULT USING MORPHOMETERY AND MAGNETOMETERY |
20,000 ریال |
|
20,000 ریال |
|
× |
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DECENTRALIZED SEMI-ACTIVE SEISMIC CONTROL USING FUZZY CONTROLLER |
20,000 ریال |
|
20,000 ریال |
|
× |
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CONSIDERING THE EFFECT OF VERTICAL GROUND MOTION IN NONLINEAR STATIC PROCEDURE |
20,000 ریال |
|
20,000 ریال |
|
× |
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AN INVESTIGATION ON THE UPLIFT FORCES IN BUILDINGS EQUIPPED WITH OPRCB ISOLATORS |
20,000 ریال |
|
20,000 ریال |
|
× |
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A SOFT COMPUTING METHOD FOR AUTOMATED DAMAGE MAPPING SING VHR IMAGERY |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE EPICENTER FORECASTING OF DARB-E-ASTANEH EARTHQUAKE (2006) AND BANDAR ABBAS EARTHQUAKE (2009) USING FORESHOCKS AND ARTIFICIAL NEURAL NETWORK |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF THE EFFICIENCY OF GROUND MOTION SELECTION METHODS IN ASSESSMENT OF THE SEISMIC DEMANDS WITH SIGNIFICANT HIGHER MODE EFFECTS |
20,000 ریال |
|
20,000 ریال |
|
× |
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NONLINEAR BEHAVIOR OF CONCRETE STIFFENED STEEL PLATE SHEAR WALL |
20,000 ریال |
|
20,000 ریال |
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