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× |
 |
COMPARISON OF CYCLIC AND MONOTONIC BEHAVIOURS OF LOOSE CALCAREOUSE SAND USING HOLLOW CYLINDER TORSIONAL APPARATUS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NONLINEAR SEISMIC ANALYSIS OF STEEL TANKS UNDER HORIZONTAL AND VERTICAL BASE EXCITATIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MODELLING SEISMIC RECORD AND SOIL TEST RESULT BY NEURAL COMPUTING WITH GENETIC ALGORITHM |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF LIQUEFACTION TRIGGERING UTILIZING PERTINENT UNCERTAINTIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PARAMETRIC STUDY OF NONLINEAR INERTIAL COUPLING EFFECTS IN ASYMMETRIC BASE-ISOLATED STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
OMAN SEISMOLOGICAL NETWORK AND SEISMICITY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECTS OF SOIL-STRUCTURE INTRACTION ON THE SEISMIC RESPONSE OF EXISTING BRACED STEEL FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF DYNAMIC CHARACTERISTICS OF IIEES SHAKING TABLE FOUNDATION USING FORCED VIBRATION TESTS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF THE EFFECTIVENESS OF RISK REDUCTION MEASURES FOR EARTHQUAKE ASSOCIATED GEO-HAZARDS IN TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC ASSESSMENT OF SHEAR-WALLS WITH ROCKING APPROACH |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EFFECT OF MULTI LAYERS OF CFRP ON LOADING CAPACITY OF STRENGTHENED REINFORCED CONCRETE BEAMS BY EBROG METHOD AND COMPARING IT USING ONE LAYER OF AFRP |
20,000 ریال |
|
20,000 ریال |
|
× |
|
RELIABILTY BASED TOPOLOGY OPTIMIZATION FOR THE SEISMIC DESIGN OF TRUSS-LIKE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PREDICTION OF THE EARTHQUAKE MOMENT MAGNITUDE BY USE OF THE MULTILAYER PERCEPTRON NEURAL NETWORK |
20,000 ریال |
|
20,000 ریال |
|
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