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× |
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MAJOR HISTORICAL EARTHQUAKES IN ROMANIA AND CONTEMPORARY SEISMIC RISK MANAGEMENT ACTIVITIES |
20,000 ریال |
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20,000 ریال |
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× |
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APPLICATION OF PATTERN RECOGNITION TECHNIQUES TO LONG-TERM EARTHQUAKE PREDICTION IN ALBORZ REGION ON IRANIAN PLATE |
20,000 ریال |
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20,000 ریال |
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× |
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SOIL-STRUCTURE INTERACTION ANALYSIS WITH NONLINEAR SUBSTRUCTURING METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
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PILLOW-SHAPE BASE ISOLATION SYSTEM AND ITS SEISMIC BEHAVIOR |
20,000 ریال |
|
20,000 ریال |
|
× |
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DYNAMIC STABILITY AND RESPONSE OF A BIO-INSPIRED TENSEGRITY STRUCTURAL COMPONENT UNDER EARTHQUAKE LOADING |
20,000 ریال |
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20,000 ریال |
|
× |
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EFFECT OF CONSTRUCTION QUALITY ON COLLAPSE PERFORMANCE MEASURES OF STEEL MOMENT-RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
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× |
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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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× |
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RELIABILITY ASSESSMENT ON FLEXURAL DESIGN OF FRP-RC BEAMS TAKING INTO ACCOUNT EARTHQUAKE LOAD COMBINATIONS |
20,000 ریال |
|
20,000 ریال |
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× |
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SEISMIC DESIGN MODIFICATION TO PREVENT SOFT STOREY MECHANISM FAILURE |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECT OF INFILLS ON TORSION AND SOFT STOREY IN A CONVENTIONAL RESIDENTIAL BUILDING IN TEHRAN-IRAN |
20,000 ریال |
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20,000 ریال |
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× |
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ALL STEEL BUCKLING RESTRAINED BRACE WITH OPTIMUM GEOMETRY |
20,000 ریال |
|
20,000 ریال |
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× |
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EFFECTS OF MASS OF FOUNDATION ON SEISMIC RESPONSE OF GRAVITY DAMS UNDEAR NEAR-FAULT GROUND MOTION EXCITATION |
20,000 ریال |
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20,000 ریال |
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× |
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NONLINEAR BEHAVIOR OF RC FRAMES STRENGTHENED WITH STEEL GUSSET PLATES AND CURBS |
20,000 ریال |
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20,000 ریال |
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× |
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ANALYTICAL INVESTIGATION OF A NEW THROUGH-COLUMN-TYPE JOINT FOR REINFORCED CONCRETE AND STEEL FRAMES |
20,000 ریال |
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20,000 ریال |
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× |
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GIS AND REMOTE SENSING TECHNOLOGIES FOR TOPOGRAPHIC CHARACTERIZATION OF SEISMIC STATIONS |
20,000 ریال |
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20,000 ریال |
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