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× |
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THE EFFECT OF INHOMOGENEITY ON SEISMIC SOIL DEPOSIT RESPONSE: A REVIEW |
30,000 ریال |
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30,000 ریال |
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SYNTHETIC STOCHASTIC EARTHQUAKE SCENARIO PREDICTIVE MODEL, CASE STUDY: THE IRANIAN PLATEAU SEQUENCES |
30,000 ریال |
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30,000 ریال |
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PERFORMANCE ASSESSMENT OF SEISMICALLY-DESIGNED STEEL MOMENT RESISTING FRAMES AGAINST NUMERICAL SIMULATED OF BLAST WAVE |
30,000 ریال |
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30,000 ریال |
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× |
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EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF STEEL BEAM TO BOX-COLUMN MOMENT RESISTING CONNECTIONS WITH DIFFERENT COLUMN STIFFENERS |
30,000 ریال |
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30,000 ریال |
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30,000 ریال |
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30,000 ریال |
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× |
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PSEUDO-STATIC RELIABILITY STABILITY ANALYSIS OF INFINITE SLOPE WITH TRIANGLE WEDGE FAILURE |
30,000 ریال |
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30,000 ریال |
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× |
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STUDY ON RESPONSE OF CSPSW AND SPSW TO NONLINEAR EXCITATIONS |
30,000 ریال |
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30,000 ریال |
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× |
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QUESTIONNAIRE-BASED QUANTIFICATION OF SEISMIC RESILIENCE IN IRANIAN HOSPITAL |
30,000 ریال |
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30,000 ریال |
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× |
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INEXPENSIVE DAMAGE DETECTION OF CABLE-STAYED BRIDGES USING SIGNAL PROCESSING AND MACHINE LEARNING |
30,000 ریال |
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30,000 ریال |
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× |
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ONLINE MODAL IDENTIFICATION OF STRUCTURES BY NATURAL GRADIENT ALGORITHM |
30,000 ریال |
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30,000 ریال |
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× |
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ارائه الگوریتم عصبی فازی بهینه شده، بر پایه روش بهینه سازی مسابقه طناب کشی، برای کنترل فعال رفتار لرزه ای پل بزرگراه |
30,000 ریال |
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30,000 ریال |
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× |
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DEVELOPMENT OF NEW BIM STANDARDS FOR CONSTRUCTION PROJECTS |
30,000 ریال |
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30,000 ریال |
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× |
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SPECTRAL ACCELERATION AMPLIFICATION EFFECTS ON THE DUCTILITY DEMAND OF SELF-STANDING R.C. CHIMNEYS |
30,000 ریال |
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30,000 ریال |
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PERFORMANCE OF OPTIMUM FRICTION TUNED MASS DAMPER CONNECTED TO MULTI-DEGREE OF FREEDOM STRUCTURES |
30,000 ریال |
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30,000 ریال |
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× |
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ENERGY-BASED DESIGN OF KNEE-ELEMENT CONNECTION FRAMES (KCFS) IN PIPE RACKS |
30,000 ریال |
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30,000 ریال |
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× |
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PREDICTION EQUATION FOR ARRIVAL TIMES OF NEAR-SOURCE STRONG GROUND MOTIONS VELOCITY PULSES USING PULSE-LIKE RECORDS |
30,000 ریال |
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30,000 ریال |
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بررسی عملکرد لرزه‌ای قاب‌های میان‌پر مقاوم سازی شده توسط بتن پاششی |
30,000 ریال |
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30,000 ریال |
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× |
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PSEUDO-STATIC SLOPE STABILITY ANALYSIS BY RANDOM FINITE ELEMENT METHOD |
30,000 ریال |
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30,000 ریال |
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× |
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ESTIMATION OF MLTIPLE STRIP ANALYSIS CURVE USING IDEALIZED TRILINEAR MODAL PUSHOVER ANALYSIS CURVE |
30,000 ریال |
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30,000 ریال |
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× |
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DELIBERATION THE EFFECT OF ROCKING MOTION AND PLACEMENT OF BRACE FRAMES IN IMPROVING SEISMIC PERFORMANCE OF STEEL BRACED BUILDINGS |
30,000 ریال |
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30,000 ریال |
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PRIORITIZED SLIP LOAD OPTIMIZATION OF FRICTION DAMPED-BASED STRUCTURES |
30,000 ریال |
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30,000 ریال |
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کاربرد شبیه سازی مونت کارلو در ارزیابی خطر لرزه ای منطقه لنگرود- تخمین زمین لرزه های سناریو |
30,000 ریال |
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30,000 ریال |
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30,000 ریال |
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30,000 ریال |
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EVALUATION OF SOURCE, PATH AND SITE EFFECTS IN STOCHASTIC METHOD OF SIMULATING STRONG GROUND MOTION FOR SARPOL-E ZAHAB, IRAN ARTHQUAKE OF 2017 |
30,000 ریال |
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30,000 ریال |
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SEISMIC DISPLACEMENT OF COHESIVE FRICTIONAL SLOPES USING NEWMARK’S METHOD |
30,000 ریال |
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30,000 ریال |
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ANALYTICAL MODELING OF CAP BEAM-COLUMN JOINTS IN ORDINARY RC MULTI-COLUMN BRIDGE BENTS IN IRAN |
30,000 ریال |
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30,000 ریال |
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