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× |
 |
SITE SPECIFIC SPECTRA CONSIDERATIONS FOR HIGH-RISE BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION |
20,000 ریال |
|
20,000 ریال |
|
× |
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SOIL CATEGORY EFFECTS ON THE DISPLACEMENT AMPLIFICATION FACTOR ( CD) OF OUTRIGGER BRACED STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
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STRUCTURAL DAMAGE DETECTION USING BASIS PURSUIT AND EARTHQUAKE TIME HISTORY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE EFFECTS OF STIFFNESS IRREGULARITY IN HEIGHT ON SEISMIC RESPONSE OF TRUCTURES BY CONSIDERING SOIL-STRUCTURE INTERACTION |
0 ریال |
|
0 ریال |
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× |
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COMPARISON OF DUAL SCALING WITH AMPLITUDE SCALING OF EARTHQUAKE RECORDS FOR TIME HISTORY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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STRUCTURAL MATURITY OF BLIND FAULTS IN ZAGROS FOLD AND THRUST BELT |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE EFFECTS OF NEAR-FIELD AND FAR-FIELD MULTIPLE EARTHQUAKES ON SINGLE STORY RC FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
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CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES |
20,000 ریال |
|
20,000 ریال |
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