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× |
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PARAMETRIC STUDY OF NONLINEAR INERTIAL COUPLING EFFECTS IN ASYMMETRIC BASE-ISOLATED STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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OMAN SEISMOLOGICAL NETWORK AND SEISMICITY |
20,000 ریال |
|
20,000 ریال |
|
× |
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AN EQUIVALENT TRUSS MODEL FOR NONLINEAR STATIC ANALYSIS OF URM BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECTS OF SOIL-STRUCTURE INTRACTION ON THE SEISMIC RESPONSE OF EXISTING BRACED STEEL FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
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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 |
|
× |
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SEISMIC ASSESSMENT OF SHEAR-WALLS WITH ROCKING APPROACH |
20,000 ریال |
|
20,000 ریال |
|
× |
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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 |
|
× |
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RELIABILTY BASED TOPOLOGY OPTIMIZATION FOR THE SEISMIC DESIGN OF TRUSS-LIKE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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PREDICTION OF THE EARTHQUAKE MOMENT MAGNITUDE BY USE OF THE MULTILAYER PERCEPTRON NEURAL NETWORK |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF UNSATURATED SOIL RESPONSE UNDER SEISMIC LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
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SITE SPECIFIC SPECTRA CONSIDERATIONS FOR HIGH-RISE BUILDINGS |
20,000 ریال |
|
20,000 ریال |
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