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سبد خرید

ادامه خرید “ONLINE MODAL IDENTIFICATION OF STRUCTURES BY NATURAL GRADIENT ALGORITHM” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		INFLUENCE OF REDUCED SEICMIC HAZARD LEVEL IN REHABILATION CONSIDERING REMAINING LIFE SPAN	30,000 ریال	INFLUENCE OF REDUCED SEICMIC HAZARD LEVEL IN REHABILATION CONSIDERING REMAINING LIFE SPAN عدد	30,000 ریال
×		INFLUENCE OF RUBBER GRANULES CONTENT ON THE ISOLATION RESPONSE OF AN IN-FILLED BARRIER WALL	30,000 ریال	INFLUENCE OF RUBBER GRANULES CONTENT ON THE ISOLATION RESPONSE OF AN IN-FILLED BARRIER WALL عدد	30,000 ریال
×		THE EFFECT OF USING ADDITIONAL ISOLATED UPPER FLOOR ON THE PERFORMANCE POINT OF R.C. FRAME STRUCTURES IN ARMENIA	30,000 ریال	THE EFFECT OF USING ADDITIONAL ISOLATED UPPER FLOOR ON THE PERFORMANCE POINT OF R.C. FRAME STRUCTURES IN ARMENIA عدد	30,000 ریال
×		THE NECESSITY OF REVIEWING THE MAP OF ACTIVE FAULTS OF TEHRAN	30,000 ریال	THE NECESSITY OF REVIEWING THE MAP OF ACTIVE FAULTS OF TEHRAN عدد	30,000 ریال
×		SUSTAINABLE DISASTER RISK REDUCTION THROUGH RISK SENSITIVE LAND USE PLANNING	30,000 ریال	SUSTAINABLE DISASTER RISK REDUCTION THROUGH RISK SENSITIVE LAND USE PLANNING عدد	30,000 ریال
×		SOME LESSONS FROM THE SARPOLE-ZAHAB EARTHQUAKE OF NOVEMBER 2017	30,000 ریال	SOME LESSONS FROM THE SARPOLE-ZAHAB EARTHQUAKE OF NOVEMBER 2017 عدد	30,000 ریال
×		مکان یابی بهینه محرک های هیدرولیکی فعال، بر پایه روش بهینه سازی چند هدفه مسابقه طناب کشی، برای کنترل رفتار لرزه ای پل بزرگراه	30,000 ریال	مکان یابی بهینه محرک های هیدرولیکی فعال، بر پایه روش بهینه سازی چند هدفه مسابقه طناب کشی، برای کنترل رفتار لرزه ای پل بزرگراه عدد	30,000 ریال
×		GROUND RESPONSE SPECTRA INDUCED BY A LIQUEFIABLE SOIL LAYER AS NATURAL SEISMIC ISOLATION	30,000 ریال	GROUND RESPONSE SPECTRA INDUCED BY A LIQUEFIABLE SOIL LAYER AS NATURAL SEISMIC ISOLATION عدد	30,000 ریال
×		MAINSHOCK INTENSITY EFFECTS ON SEISMIC FRAGILITY OF RC MRFS UNDER AFTERSHOCKS	30,000 ریال	MAINSHOCK INTENSITY EFFECTS ON SEISMIC FRAGILITY OF RC MRFS UNDER AFTERSHOCKS عدد	30,000 ریال
×		DEVELOPMENT OF FRICTION-SLIP JOINT FOR MOMENT FRAMES WITH CONTINUOUS BEAMS	30,000 ریال	DEVELOPMENT OF FRICTION-SLIP JOINT FOR MOMENT FRAMES WITH CONTINUOUS BEAMS عدد	30,000 ریال
×		توسعه منحنی های شکنندگی ساختمان های نامتقارن بتن آرمه مجهز به میراگر ویسکوز	30,000 ریال	توسعه منحنی های شکنندگی ساختمان های نامتقارن بتن آرمه مجهز به میراگر ویسکوز عدد	30,000 ریال
×		THE EFFECT OF INHOMOGENEITY ON SEISMIC SOIL DEPOSIT RESPONSE: A REVIEW	30,000 ریال	THE EFFECT OF INHOMOGENEITY ON SEISMIC SOIL DEPOSIT RESPONSE: A REVIEW عدد	30,000 ریال
×		SYNTHETIC STOCHASTIC EARTHQUAKE SCENARIO PREDICTIVE MODEL, CASE STUDY: THE IRANIAN PLATEAU SEQUENCES	30,000 ریال	SYNTHETIC STOCHASTIC EARTHQUAKE SCENARIO PREDICTIVE MODEL, CASE STUDY: THE IRANIAN PLATEAU SEQUENCES عدد	30,000 ریال
×		STUDY ON RESPONSE OF CSPSW AND SPSW TO NONLINEAR EXCITATIONS	30,000 ریال	STUDY ON RESPONSE OF CSPSW AND SPSW TO NONLINEAR EXCITATIONS عدد	30,000 ریال
×		QUESTIONNAIRE-BASED QUANTIFICATION OF SEISMIC RESILIENCE IN IRANIAN HOSPITAL	30,000 ریال	QUESTIONNAIRE-BASED QUANTIFICATION OF SEISMIC RESILIENCE IN IRANIAN HOSPITAL عدد	30,000 ریال
×		INEXPENSIVE DAMAGE DETECTION OF CABLE-STAYED BRIDGES USING SIGNAL PROCESSING AND MACHINE LEARNING	30,000 ریال	INEXPENSIVE DAMAGE DETECTION OF CABLE-STAYED BRIDGES USING SIGNAL PROCESSING AND MACHINE LEARNING عدد	30,000 ریال
×		ONLINE MODAL IDENTIFICATION OF STRUCTURES BY NATURAL GRADIENT ALGORITHM	30,000 ریال	ONLINE MODAL IDENTIFICATION OF STRUCTURES BY NATURAL GRADIENT ALGORITHM عدد	30,000 ریال

جمع کل سبد خرید

جمع جزء	510,000 ریال
مجموع	510,000 ریال

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