× |
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SEISMIC PERFORMANCE ASSESSMENT OF MULTISTORY BUILDINGS WITH NON-STRUCTURAL HOLLOW CLAY TILE INFILLS |
20,000 ریال |
|
20,000 ریال |
× |
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GEOMETRICAL INTERPRETATION OF PLATE MOTIONS IN JAPAN DURING JUNE 2008 AND MARCH 2011 EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
× |
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A NEWLY GROWING APPROACH TO RIGOROUS MODELING OF SSI |
20,000 ریال |
|
20,000 ریال |
× |
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ASSESSMENT OF SEISMIC RESPONSE PARAMETERS OF TALL BUILDINGS WITH TUBE IN TUBE STRUCTURAL SKELETON |
20,000 ریال |
|
20,000 ریال |
× |
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PHYSICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE |
20,000 ریال |
|
20,000 ریال |
× |
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SEISMIC VULNERABILITY ASSESSMENT OF RC MOMENT FRAMES USING KRATZING CUMULATIVE DAMAGE CONSIDERING THE EFFECT OF SOIL-STRUCTURE INTERACTION |
20,000 ریال |
|
20,000 ریال |
× |
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NUMERICAL ANALYSIS OF THE BEHAVIOR OF CONCENTRICALLY BRACED FRAMES UNDER CYCLIC LOADING CONSIDERING COLUMN ORIENTATION |
20,000 ریال |
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20,000 ریال |
× |
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SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS |
20,000 ریال |
|
20,000 ریال |
× |
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EVALUATION OF EARTHQUAKE SAFETY DRILL (CASE STUDY:13TH EARTHQUAKE SAFETY DRILL IN TEHRAN SCHOOLS) |
20,000 ریال |
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20,000 ریال |
× |
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SEISMIC BEHAVIOR OF DECK OF SEGMENTAL POST-TENSIONED BRIDGES UNDER VERTICAL EARTHQUAKE MOTIONS USING PUSH-OVER (DOWN AND UP) ANALYSIS |
20,000 ریال |
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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 |
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20,000 ریال |
× |
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EVALUATION OF THE EFFICIENCY OF GROUND MOTION SELECTION METHODS IN ASSESSMENT OF THE SEISMIC DEMANDS WITH SIGNIFICANT HIGHER MODE EFFECTS |
20,000 ریال |
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20,000 ریال |
× |
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MOVING TOWARD LESS UNCERTAINTY SEISMIC RISK PREDICTION USING GRANULAR COMPUTING ALGORITHM |
20,000 ریال |
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20,000 ریال |
× |
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DAMAGE DETECTION IN 4-STORY STEEL BRACED FRAMES USING RESIDUAL FORCES BASED ON WAVELET TRANSFORM |
20,000 ریال |
|
20,000 ریال |
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