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× |
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INVESTIGATION OF SEISMIC PARAMETERS OF AZERBAIJAN REGION, USING GENERALIZED INVERSION METHOD |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES RETROFITTED BY PRESTRESSED STEEL STRIPS |
20,000 ریال |
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20,000 ریال |
|
× |
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THE IMPACT OF FLANGE DIMENSIONS OF VERTICAL LINK BEAM ON ITS SEISMIC PERFORMANCE |
20,000 ریال |
|
20,000 ریال |
|
× |
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MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES |
20,000 ریال |
|
20,000 ریال |
|
× |
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ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS |
20,000 ریال |
|
20,000 ریال |
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× |
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SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE |
20,000 ریال |
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20,000 ریال |
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× |
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APPLICATION OF VELOCITY SPECTRAL ORDINATES TO ESTIMATE SEISMIC DISPLACEMENT DEMANDS OF STRUCTURES |
20,000 ریال |
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20,000 ریال |
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× |
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FREQUENCY CONTENTS OF STRONG MOTIONS FROM ROMANIAN SUBCRUSTAL EARTHQUAKES |
20,000 ریال |
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20,000 ریال |
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× |
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ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS |
20,000 ریال |
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20,000 ریال |
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× |
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ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS |
20,000 ریال |
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20,000 ریال |
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× |
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ON THE IMPROVEMENT OF NONLINEAR STATIC PROCEDURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS CONSIDERING VARIOUS FAULTING MECHANISMS |
20,000 ریال |
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20,000 ریال |
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× |
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A SURVEY OF RISK TAKING ANALYSIS AND PREDICTION OF MAGNITUDE AND TIME OF EARTHQUAKE IN SAN FRANCISCO BY ARTIFICIAL NEURAL NETWORK |
20,000 ریال |
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20,000 ریال |
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× |
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TURKISH DISASTER DATA BANK (TABB) |
0 ریال |
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0 ریال |
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