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× |
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مقایسه پاسخهای لرزهای قابهای خمشی فولادی با و بدون هسته گهوارهای |
30,000 ریال |
|
30,000 ریال |
|
× |
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STABILITY ASSESSMENT OF THE GMPES FOR IRANIAN GROUND MOTION DATABASE |
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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CALCULATION OF LATERAL LOAD ON BUILDING BASED ON ENERGY METHOD |
20,000 ریال |
|
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 |
|
× |
|
MAJOR HISTORICAL EARTHQUAKES IN ROMANIA AND CONTEMPORARY SEISMIC RISK MANAGEMENT ACTIVITIES |
20,000 ریال |
|
20,000 ریال |
|
× |
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ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES RETROFITTED BY PRESTRESSED STEEL STRIPS |
20,000 ریال |
|
20,000 ریال |
|
× |
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LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVEMENT OF KHORJINI CONNECTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF LIQUEFACTION TRIGGERING UTILIZING PERTINENT UNCERTAINTIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
TRANSPORTATION NETWORK RESILIENCY AS A MEASURE OF PERFORMANCE THROUGHOUT EARTHQUAKE, A PARADIGM SHIFT |
20,000 ریال |
|
20,000 ریال |
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