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× |
 |
EVALUATION OF DYNAMIC CHARACTERISTICS OF IIEES SHAKING TABLE FOUNDATION USING FORCED VIBRATION TESTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF EXISTING TECHNIQUES ON STRUCTURAL HEALTH MONITORING OF BRIDGES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF DECONSTRUCTION, RECONSTRUCTION AND RETROFITTING NATIONAL PLAN FOR SCHOOLS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF FOOTING BEHAVIOR ON SOILS REINFORCED BY GRANULAR RUBBERS AND GEOCELLS EXPERIMENTALLY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF LIQUEFACTION TRIGGERING UTILIZING PERTINENT UNCERTAINTIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF ADAPTIVE PUSHOVER METHODS IN STRUCTURES WITH VERTICAL STRENGTH IRREGULARITIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVEMENT OF KHORJINI CONNECTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF ESSENTIAL STRUCTURES PERFORMANCE UNDER MAINSHOCK-AFTERSHOCKS SEQUENCE-TYPE GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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INVESTIGATING THE EFFECT OF TORSION IN NONLINEAR BEHAVIOR OF COMMON RC BUILDINGS WITH SHEAR WALL |
20,000 ریال |
|
20,000 ریال |
|
× |
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ADAPTIVE PUSHOVER ANALYSIS OF REINFORCED CONCRETE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
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