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× |
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EFFECTS OF SECONDARY STATIC STRESS TRIGGERING ON THE SPATIAL DISTRIBUTION OF AFTERSHOCKS, A CASE STUDY, 2003 BAM EARTHQUAKE (SE IRAN) |
30,000 ریال |
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30,000 ریال |
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ESTIMATING THE DURATION EFFECTS IN STRUCTURAL RESPONSES BY A NEW ENERGY-CYCLE BASED PARAMETER |
30,000 ریال |
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30,000 ریال |
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ارزیابی آسیبپذیری بخشی از ساختمانها در زلزله کرمانشاه 1396 |
30,000 ریال |
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30,000 ریال |
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PROBABILISTIC ASSESSMENT OF VERTICAL IRREGULARITY EFFECTS ON THE SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING BUILDINGS |
20,000 ریال |
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20,000 ریال |
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FLOOD RESISTANT DESIGN AND CONSTRUCTION IN SEISMIC ZONE |
30,000 ریال |
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30,000 ریال |
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× |
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COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
20,000 ریال |
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20,000 ریال |
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FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS |
20,000 ریال |
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40,000 ریال |
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ASSESSMENT OF FINITE FAULT PLANE GEOMETRY IN MEGATHRUST EARTHQUAKE |
30,000 ریال |
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30,000 ریال |
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EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
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20,000 ریال |
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SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES WITH FLUID VISCOUS DAMPER |
20,000 ریال |
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20,000 ریال |
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LABORATORY BEHAVIOR EVALUATION OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER UNDER QUASI STATIC CYCLIC LOADING |
20,000 ریال |
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20,000 ریال |
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A STUDY ON HIGH FREQUENCY DECAY PARAMETER (KAPPA) FROM VARZAGHAN-AHAR DOUBLE EARTHQUAKES, NORTHWESTERN IRAN (MW 6.5 & 6.3) |
20,000 ریال |
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20,000 ریال |
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STIFFNESS MATRIX OF SHEAR-TYPE BUILDINGS EXTRACTED FROM OUTPUT-ONLY DATA |
20,000 ریال |
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20,000 ریال |
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مقایسه پاسخهای لرزهای قابهای خمشی فولادی با و بدون هسته گهوارهای |
30,000 ریال |
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30,000 ریال |
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THE IMPORTANCE OF RECORD SELECTION IN SEISMIC RESPONSE OF SECONDARY SYSTEMS |
20,000 ریال |
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20,000 ریال |
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