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× |
 |
DESIGN AND IMPLEMENTATION OF A SLIDING MODE CONTROLLER FOR A SEISMIC SHAKE TABLE |
20,000 ریال |
|
20,000 ریال |
|
× |
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BEHAVIOR OF SOIL NAILED WALLS UNDER CYCLIC DYNAMIC LOADS WITH FINITE ELEMENT METHOD: CASE STUDY |
20,000 ریال |
|
20,000 ریال |
|
× |
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ACTIVE MONITORING OF EARTHQUAKE FOCAL ZONE USING ULTRA-STABLE EISMIC SOURCE |
20,000 ریال |
|
20,000 ریال |
|
× |
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YIELDING-CURVED-BARS & HEMISPHERE CORE ENERGY DISSIPATING DEVICE AS THE CENTRAL SUPPORT OF REPAIRABLE BUILDINGS WITH SEE-SAW MOTION |
20,000 ریال |
|
20,000 ریال |
|
× |
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INVESTIGATING THE PROBABILISTIC WARNING TIMES FOR THE EARTHQUAKE EARLY WARNING SYSTEM (EEWS) ON THE NORTH TABRIZ FAULT |
20,000 ریال |
|
20,000 ریال |
|
× |
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MODELLING OF REINFORCED CONCRETE BUILDING WITH ASYMMETRIC PLAN EQUIPPED BY SEMI-ACTIVE TUNED MASS DAMPER USING FUZZY CONTROLLER |
20,000 ریال |
|
20,000 ریال |
|
× |
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NUMERICAL ANALYSIS OF FLEXIBLE SHALLOW FOUNDATIONS SUBJECTED TO NORMAL FAULT RUPTURE |
20,000 ریال |
|
20,000 ریال |
|
× |
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ANALYTICAL STUDY ON THE SEISMIC RESPONSE OF BASE ISOLATION SYSTEM |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF FOOTING BEHAVIOR ON SOILS REINFORCED BY GRANULAR RUBBERS AND GEOCELLS EXPERIMENTALLY |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF THE ASSUMED DESIGNING SEISMIC COEFFICIENT ON SAFETY MARGIN AGAINST PROGRESSIVE COLLAPSE OF STEEL MOMENT RESISTING FRAME BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE OF IMPORTANT BUILDINGS IN THE 2012 VARZAGHAN-AHAR EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC ANALYSIS OF WEAKENED SLOPES REINFORCED WITH TIEBACK ANCHORS |
20,000 ریال |
|
20,000 ریال |
|
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