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× |
 |
DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING |
20,000 ریال |
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20,000 ریال |
|
× |
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STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN |
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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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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TURKISH DISASTER DATA BANK (TABB) |
0 ریال |
|
0 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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PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC FRAGILITY ESTIMATION UNDER ORTHOGONAL EARTHQUAKE 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 |
|
× |
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SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE |
20,000 ریال |
|
20,000 ریال |
|
× |
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THE SPECTRAL SHAPE EFFECT ON THE COLLAPSE OF ASYMMETRIC RC-SMF BUILDINGS |
0 ریال |
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0 ریال |
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