سبد خرید – پژوهشگاه بین المللی زلزله شناسي

ادامه خرید “VIBRATION CONTROL OF SEISMIC STRUCTURES USING FACADE MASS ISOLATION MODEL” به سبد خرید شما افزوده شد.

حذف آیتم	محصول	قیمت	تعداد	جمع جزء
×	THE WEIGHTED RMS STACKING TO RETRIEVE EMPIRICAL GREEN 'S FUNCTIONS FROM AMBIENT SEISMIC NOISE	30,000 ریال	THE WEIGHTED RMS STACKING TO RETRIEVE EMPIRICAL GREEN 'S FUNCTIONS FROM AMBIENT SEISMIC NOISE عدد	30,000 ریال
×	PARAMETRIC FINITE ELEMENT EVALUATION OF RC BEAM-COLUMN JOINTS	30,000 ریال	PARAMETRIC FINITE ELEMENT EVALUATION OF RC BEAM-COLUMN JOINTS عدد	30,000 ریال
×	TORSIONAL RESPONSE OF SHORT SPAN TRUSS TYPE DECK SUSPENSION BRIDGES UNDER CLOSED FORM APPROXIMATION OF PULSE TYPE GROUND MOTIONS	30,000 ریال	TORSIONAL RESPONSE OF SHORT SPAN TRUSS TYPE DECK SUSPENSION BRIDGES UNDER CLOSED FORM APPROXIMATION OF PULSE TYPE GROUND MOTIONS عدد	30,000 ریال
×	PREDICTION EQUATION FOR ARRIVAL TIMES OF NEAR-SOURCE STRONG GROUND MOTIONS VELOCITY PULSES USING PULSE-LIKE RECORDS	30,000 ریال	PREDICTION EQUATION FOR ARRIVAL TIMES OF NEAR-SOURCE STRONG GROUND MOTIONS VELOCITY PULSES USING PULSE-LIKE RECORDS عدد	30,000 ریال
×	ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS	30,000 ریال	ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS 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
×	THE EFFECT OF VERTICAL EXCITATIONS ON THE COLLAPSE RISK ASSESSMENT OF RC FRAME-CORE WALL STRUCTURES	30,000 ریال	THE EFFECT OF VERTICAL EXCITATIONS ON THE COLLAPSE RISK ASSESSMENT OF RC FRAME-CORE WALL STRUCTURES عدد	30,000 ریال
×	PRIORITIZED SLIP LOAD OPTIMIZATION OF FRICTION DAMPED-BASED STRUCTURES	30,000 ریال	PRIORITIZED SLIP LOAD OPTIMIZATION OF FRICTION DAMPED-BASED STRUCTURES عدد	30,000 ریال
×	THE FUNDAMENTAL PERIOD OF FOUR-LAYER SOIL DEPOSITS	30,000 ریال	THE FUNDAMENTAL PERIOD OF FOUR-LAYER SOIL DEPOSITS عدد	30,000 ریال
×	THE EFFECT OF THE DISPROPORTIONATE EFFECTIVE MOMENT OF INERTIA CAUSED BY CRACKS ON THE SEISMIC RESPONSE OF THE CONCRETE BUILDING	30,000 ریال	THE EFFECT OF THE DISPROPORTIONATE EFFECTIVE MOMENT OF INERTIA CAUSED BY CRACKS ON THE SEISMIC RESPONSE OF THE CONCRETE BUILDING عدد	30,000 ریال
×	PERCEPTION AND COMMUNICATION OF SEIEMIC RISK	30,000 ریال	PERCEPTION AND COMMUNICATION OF SEIEMIC RISK عدد	30,000 ریال
×	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	ارائه الگوریتم عصبی فازی بهینه شده، بر پایه روش بهینه سازی مسابقه طناب کشی، برای کنترل فعال رفتار لرزه ای پل بزرگراه عدد	30,000 ریال
×	PERFORMANCE LEVEL OF ECCENTRIC STRUCTURES DUE TO T ORSION AND SOIL-STRUCTURE INTERACTION	30,000 ریال	PERFORMANCE LEVEL OF ECCENTRIC STRUCTURES DUE TO T ORSION AND SOIL-STRUCTURE INTERACTION عدد	30,000 ریال
×	THE EFFECT OF SITE SOIL ON SEISMIC PERFORMANCE OF STEEL DAMPED STRUCTURE AT CLOSE DISTANCE OF ACTIVE FAULT	30,000 ریال	THE EFFECT OF SITE SOIL ON SEISMIC PERFORMANCE OF STEEL DAMPED STRUCTURE AT CLOSE DISTANCE OF ACTIVE FAULT عدد	30,000 ریال
×	POLYPHASE INVERSION TECTONICS IN WESTERN ALBORZ	30,000 ریال	POLYPHASE INVERSION TECTONICS IN WESTERN ALBORZ عدد	30,000 ریال
×	THE KINEMATIC ANALYSIS AND EVOLUTION OF THE STRESS FIELDS IN THE ZAGROS FORELAND FOLDED BELT, FARS SALIENT, IRAN	30,000 ریال	THE KINEMATIC ANALYSIS AND EVOLUTION OF THE STRESS FIELDS IN THE ZAGROS FORELAND FOLDED BELT, FARS SALIENT, IRAN عدد	30,000 ریال
×	اثر سربار اعمالی بر رفتار لرزه‌ای دیوارهای وزنی پشت شکسته	30,000 ریال	اثر سربار اعمالی بر رفتار لرزه‌ای دیوارهای وزنی پشت شکسته عدد	30,000 ریال
×	PERFORMANCE EVALUATION OF RC BEAM-COLUMN CONNECTIONS USING STRUT AND TIE METHOD	30,000 ریال	PERFORMANCE EVALUATION OF RC BEAM-COLUMN CONNECTIONS USING STRUT AND TIE METHOD عدد	30,000 ریال
×	THE RELIABILITY OF THE FOUNDATION SEISMIC DESIGN USING IRANIAN NATIONAL BUILDING CODE	30,000 ریال	THE RELIABILITY OF THE FOUNDATION SEISMIC DESIGN USING IRANIAN NATIONAL BUILDING CODE عدد	30,000 ریال
×	VIBRATION CONTROL OF SEISMIC STRUCTURES USING FACADE MASS ISOLATION MODEL	30,000 ریال	VIBRATION CONTROL OF SEISMIC STRUCTURES USING FACADE MASS ISOLATION MODEL عدد	30,000 ریال

جمع کل سبد خرید

جمع جزء	600,000 ریال
مجموع	600,000 ریال

ادامه جهت تسویه حساب