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× |
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FORECAST APPROXIMATE RELATIONS RS-μ-ΤS-ΤB FOR SEISMICALLY ISOLATED STRUCTURES VIA USING ARTIFICIAL BEE COLONY ALGORITHM AND REGRESSION MODEL |
20,000 ریال |
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20,000 ریال |
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× |
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EFFECT OF LOCAL SOIL CONDITIONS ON GROUND SURFACE RESPONSES |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC EVALUATION OF DUAL HINGE DESIGN APPROACH OF RC SHEAR WALL IN DUAL STRUCTURAL SYSTEM CONSIDERING NEAR FIELD EARTHQUAKES |
20,000 ریال |
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20,000 ریال |
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× |
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ASSESSMENT OF SEISMIC RESPONSE PARAMETERS OF TALL BUILDINGS WITH TUBE IN TUBE STRUCTURAL SKELETON |
20,000 ریال |
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20,000 ریال |
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× |
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EMERGENCY SETTLEMENT EXPERIENCES IN IRAN: LESSONS TOWARD MORE EFFICIENCY IN POST-QUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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IMPROVEMENT OF SEISMIC CONTROL OF CABLE - STAYED BRIDGE USING SIMULTANEOUS ANALYSIS OF COST AND LOSS |
20,000 ریال |
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20,000 ریال |
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× |
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PHYSICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC PERFORMANCE EVALUATION OF RC SHEAR WALLS WITH IRREGULAR OPENING |
20,000 ریال |
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20,000 ریال |
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× |
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PERFORMANCE STUDY OF CONCRETE STRUCTURES OF HOSPITALS IN KERMAN, IRAN |
20,000 ریال |
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20,000 ریال |
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× |
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A NEWLY GROWING APPROACH TO RIGOROUS MODELING OF SSI |
20,000 ریال |
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20,000 ریال |
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× |
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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 |
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20,000 ریال |
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× |
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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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× |
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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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× |
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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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× |
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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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× |
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A STUDY ON HIGH FREQUENCY DECAY PARAMETER (KAPPA) FROM VARZAGHAN-AHAR DOUBLE EARTHQUAKES, NORTHWESTERN IRAN (MW 6.5 & 6.3) |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS |
20,000 ریال |
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20,000 ریال |
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× |
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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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× |
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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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× |
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THE EFFECT OF DIFFERENT PARAMETERS ON A SINGLE INVARIANT LATERAL FORCE DISTRIBUTION TO CONSIDER THE HIGHER MODES EFFECT IN A PUSHOVER PROCEDURE |
20,000 ریال |
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20,000 ریال |
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× |
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ESTIMATION OF STRONG GROUND MOTION PARAMETERS OF INITIAL PART OF P-WAVE FOR EARLY WARNING SYSTEMS IN THE AZARBAIJAN REGION |
20,000 ریال |
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20,000 ریال |
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× |
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THE EFFECTS OF LOCAL SOIL CONDITIONS ON THE CHARACTERISTICS OF NEAR-FAULT DIRECTIVITY PULSE |
20,000 ریال |
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20,000 ریال |
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× |
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EXPERIMENTAL RESEARCH ON CONCRETE STIFFENED STEEL PLATE SHEAR WALL |
20,000 ریال |
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20,000 ریال |
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