× |
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INVESTIGATION OF THE CONTEMPORARY STRESS STATE IN CENTRAL ZAGROS |
20,000 ریال |
|
20,000 ریال |
× |
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KINEMATIC INTERACTION OF STRIP EMBEDDED FOUNDATION WITH INCOMPLETE CONTACT BETWEEN SIDEWALL AND SURROUNDING SOIL |
20,000 ریال |
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20,000 ریال |
× |
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IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS |
20,000 ریال |
|
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 |
|
20,000 ریال |
× |
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INVESTIGATION ON THE EFFECT OF LATERAL SPREADING ON THE LONGITUDINALLY BURIED PIPELINES USING 1G SHAKING TABLE TESTS |
20,000 ریال |
|
20,000 ریال |
× |
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INVESTIGATION OF THE EFFECT OF BASE SHEAR COEFFICIENT ON LIFE CYCLE COSTS OF STEEL MOMENT FRAMES |
20,000 ریال |
|
20,000 ریال |
× |
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INVESTIGATION OF THE BRIDGE’S DESIGN CODES THROUGH NEAR FAULT’S EARTHQUAKES |
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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MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN |
20,000 ریال |
|
20,000 ریال |
× |
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INVESTIGATION OF NEAR FIELD AND FAR FIELD EARTHQUAKES EFFECTS ON SITE SPECIFIC SPECTRA |
20,000 ریال |
|
20,000 ریال |
× |
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INVESTIGATION OF DETERIORATION BEHAVIOR OF HYSTERETIC LOOPS IN NONLINEAR STATIC ANALYSIS FOR SCMR FRAMES WITH SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
× |
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INVESTIGATION OF SEISMIC PARAMETERS OF AZERBAIJAN REGION, USING GENERALIZED INVERSION METHOD |
20,000 ریال |
|
20,000 ریال |
× |
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INVESTIGATING THE ADEQUACY OF IRANIAN SEISMIC FOR DESIGN OF STEEL STRUCTURES NEAR- FAULT AREA CASE STUDY: AHAR AND VARZEGHAN CITIES OF EAST AZARBAIJAN |
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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