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× |
 |
PILLOW-SHAPE BASE ISOLATION SYSTEM AND ITS SEISMIC BEHAVIOR |
20,000 ریال |
|
20,000 ریال |
|
× |
|
OPTIMAL PERFORMANCE-BASED DESIGN OF STEEL BRACED FRAMES BY PSO AND FA METAHEURISTICS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CONTRIBUTION OF SOIL MATERIAL DAMPING TO THE DEMANDS OF SOIL-MDOF STRUCTURE SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PRESENTING AN OBJECT-ORIENTED METHOD FOR BUILDING EXTRACTION AND ESTIMATING THE DAMAGE BY ANN ALGORITHM USING VHR DATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECTS OF METHODS OF SCALING AT LINEAR AND NONLINEAR RESPONSE OF THE BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC FRAGILITY ESTIMATION UNDER ORTHOGONAL EARTHQUAKE EXCITATIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC ASSESSMENT OF POLYETHYLENE PIPELINES UNDER LANDSLIDE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
20,000 ریال |
|
20,000 ریال |
|
× |
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CORRELATION OF DEFORMATION DEMANDS WITH STRONG GROUND MOTION ARAMETERS FOR RECENT EARTHQUAKES OF IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
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DESIGN AND IMPLEMENTATION OF AN AMD SLIDING MODE CONTROLLER BASED ON A REDUCED MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
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ADAPTIVE PUSHOVER ANALYSIS OF REINFORCED CONCRETE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
GIS AND REMOTE SENSING TECHNOLOGIES FOR TOPOGRAPHIC CHARACTERIZATION OF SEISMIC STATIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
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RISK MANAGEMENT FOR CULTURAL HERITAGE SITES IN ITALY: THE CASE OF THE UNESCO SITE PORTOVENERE, CINQUE TERRE AND THE ISLANDS (PALMARIA, TINO AND TINETTO) |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMIC EVALUATION OF SQUAT REINFORCED CONCRETE SHEAR WALLS CONSIDERING SOIL-STRUCTURE INTERACTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF DYNAMIC CHARACTERISTICS OF IIEES SHAKING TABLE FOUNDATION USING FORCED VIBRATION TESTS |
20,000 ریال |
|
20,000 ریال |
|
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