سبد خرید – پژوهشگاه بین المللی زلزله شناسي

ادامه خرید “BUCKLING RESPONSE OF CORRODING GROUND BASED STEEL STORAGE TANKS UNDER SEISMIC LOADING” به سبد خرید شما افزوده شد.

ادامه خرید “NEW MAGNITUDE SCALING RELATION FOR EARLY WARNING IN TEHRAN” به سبد خرید شما افزوده شد.

ادامه خرید “TECHNICAL CONSIDERATIONS IN DEVELOPING THE FIRST EMRGENCY OPERATION CENTER (EOC) OF IRAN IN TEHRAN” به سبد خرید شما افزوده شد.

حذف آیتم	محصول	قیمت	تعداد	جمع جزء
×	DETERMINATION OF CONCENTRATION OF EARTHQUAKES CLUSTERING	20,000 ریال	DETERMINATION OF CONCENTRATION OF EARTHQUAKES CLUSTERING عدد	20,000 ریال
×	NUMERICAL MODELLING OF SHAKING TABLE SUBJECTED TO INTERACTION WITH SURROUNDING ENVIRONMENT	20,000 ریال	NUMERICAL MODELLING OF SHAKING TABLE SUBJECTED TO INTERACTION WITH SURROUNDING ENVIRONMENT عدد	20,000 ریال
×	THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS	20,000 ریال	THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS عدد	20,000 ریال
×	SIMULATING OF THE STRONG MOTIONS FOR THE 16 APRIL,2013 SARAVAN EARTHQUAKE, BASED ON STOCHASTIC FINITE-FAULT METHOD	20,000 ریال	SIMULATING OF THE STRONG MOTIONS FOR THE 16 APRIL,2013 SARAVAN EARTHQUAKE, BASED ON STOCHASTIC FINITE-FAULT METHOD عدد	20,000 ریال
×	SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER	20,000 ریال	SEISMOTECTONICS OF BADRA-AMARAH FAULT, IRAN-IRAQ BORDER عدد	20,000 ریال
×	USING THE H/V SPECTRAL RATIO FOR ESTIMATING THE VULNERABILITY INDEX OF AN URBAN AREA	20,000 ریال	USING THE H/V SPECTRAL RATIO FOR ESTIMATING THE VULNERABILITY INDEX OF AN URBAN AREA عدد	20,000 ریال
×	EFFECTIVENESS OF THE PUSHOVER ANALYSIS ETHOD FOR THE SEISMICRESPONSE TIMATION OF BUILDINGS SUBJECTEDTO NEAR-FAULT AND FAR-FAULT GROUND MOTIONS	20,000 ریال	EFFECTIVENESS OF THE PUSHOVER ANALYSIS ETHOD FOR THE SEISMICRESPONSE TIMATION OF BUILDINGS SUBJECTEDTO NEAR-FAULT AND FAR-FAULT GROUND MOTIONS عدد	20,000 ریال
×	COMPARING NONLINEAR TIME HYSTORY AND NONLINEAR STATIC ANALYSIS OF RC STRUCTURES WITH VERTICAL MASS IRREGULARITY	20,000 ریال	COMPARING NONLINEAR TIME HYSTORY AND NONLINEAR STATIC ANALYSIS OF RC STRUCTURES WITH VERTICAL MASS IRREGULARITY عدد	20,000 ریال
×	SEISMIC RETROFIT OF HISTORICAL AND EXISTING BUILDINGS	20,000 ریال	SEISMIC RETROFIT OF HISTORICAL AND EXISTING BUILDINGS عدد	20,000 ریال
×	SEISMIC RESPONSE OF 2D AND 3D SEMI-SINE SHAPED HILLS AND VALLEYS SUBJECTED TO SIMPLE INCIDENT PULSES	20,000 ریال	SEISMIC RESPONSE OF 2D AND 3D SEMI-SINE SHAPED HILLS AND VALLEYS SUBJECTED TO SIMPLE INCIDENT PULSES عدد	20,000 ریال
×	APPLICATION OF THE HIERARCHICAL SINGLE-SURFACE (HISS) PLASTICITY MODEL IN NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS UNDER MONOTONIC AND REVERSED CYCLIC LOADING	20,000 ریال	APPLICATION OF THE HIERARCHICAL SINGLE-SURFACE (HISS) PLASTICITY MODEL IN NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS UNDER MONOTONIC AND REVERSED CYCLIC LOADING عدد	20,000 ریال
×	MODAL ANALYSIS FOR FLEXIBLE BASE ECCENTRIC BUILDINGS	20,000 ریال	MODAL ANALYSIS FOR FLEXIBLE BASE ECCENTRIC BUILDINGS عدد	20,000 ریال
×	INVESTIGATION OF THE CONTEMPORARY STRESS STATE IN CENTRAL ZAGROS	20,000 ریال	INVESTIGATION OF THE CONTEMPORARY STRESS STATE IN CENTRAL ZAGROS عدد	20,000 ریال
×	BUCKLING RESPONSE OF CORRODING GROUND BASED STEEL STORAGE TANKS UNDER SEISMIC LOADING	20,000 ریال	BUCKLING RESPONSE OF CORRODING GROUND BASED STEEL STORAGE TANKS UNDER SEISMIC LOADING عدد	20,000 ریال
×	NEW MAGNITUDE SCALING RELATION FOR EARLY WARNING IN TEHRAN	20,000 ریال	NEW MAGNITUDE SCALING RELATION FOR EARLY WARNING IN TEHRAN عدد	20,000 ریال
×	TECHNICAL CONSIDERATIONS IN DEVELOPING THE FIRST EMRGENCY OPERATION CENTER (EOC) OF IRAN IN TEHRAN	20,000 ریال	TECHNICAL CONSIDERATIONS IN DEVELOPING THE FIRST EMRGENCY OPERATION CENTER (EOC) OF IRAN IN TEHRAN عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	320,000 ریال
مجموع	320,000 ریال

ادامه جهت تسویه حساب