سبد خرید – پژوهشگاه بین المللی زلزله شناسي

ادامه خرید “ASSESSMENT OF SEISMIC VULNERABILITY IN SMRF USING KRATZIG DAMAGE INDEX IN TARGET DUCTILITY IN THE NEAR SOURCE” به سبد خرید شما افزوده شد.

حذف آیتم	محصول	قیمت	تعداد	جمع جزء
×	ASSESSMENT OF DISPLACEMENT COEFFICIENT METHODS OF FEMA356 AND ASCE41-06 FOR SEISMIC EVALUATION OF REINFORCED CONCRETE FRAMES WITH CONCRETE SHEAR WALLS	20,000 ریال	ASSESSMENT OF DISPLACEMENT COEFFICIENT METHODS OF FEMA356 AND ASCE41-06 FOR SEISMIC EVALUATION OF REINFORCED CONCRETE FRAMES WITH CONCRETE SHEAR WALLS عدد	20,000 ریال
×	RELATIONS BETWEEN LIQUEFACTION RESISTANCE AND SHEAR WAVE VELOCITY AS AFFECTED BY AGING OF SAND DEPOSITS	20,000 ریال	RELATIONS BETWEEN LIQUEFACTION RESISTANCE AND SHEAR WAVE VELOCITY AS AFFECTED BY AGING OF SAND DEPOSITS عدد	20,000 ریال
×	OPTIMAL SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES	20,000 ریال	OPTIMAL SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES عدد	20,000 ریال
×	CONTROL OF ASYMMETRIC PLAN BUILDINGS WITH ACTIVE TUNED MASS DAMPER USING GENETIC ALGORITHM	20,000 ریال	CONTROL OF ASYMMETRIC PLAN BUILDINGS WITH ACTIVE TUNED MASS DAMPER USING GENETIC ALGORITHM عدد	20,000 ریال
×	THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME	20,000 ریال	THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME 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
×	CFRP-RETROFITTING OF REINFORCED CONCRETE FRAMES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION	20,000 ریال	CFRP-RETROFITTING OF REINFORCED CONCRETE FRAMES CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION عدد	20,000 ریال
×	A SOFT COMPUTING METHOD FOR AUTOMATED DAMAGE MAPPING SING VHR IMAGERY	20,000 ریال	A SOFT COMPUTING METHOD FOR AUTOMATED DAMAGE MAPPING SING VHR IMAGERY عدد	20,000 ریال
×	EFFECT OF BIDIRECTIONAL NEAR FIELD GROUND MOTIONS ON INELASTIC RESPONSE OF 3D MODELED RC FRAME BUILDINGS	20,000 ریال	EFFECT OF BIDIRECTIONAL NEAR FIELD GROUND MOTIONS ON INELASTIC RESPONSE OF 3D MODELED RC FRAME BUILDINGS عدد	20,000 ریال
×	THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE	20,000 ریال	THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE 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
×	SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING	20,000 ریال	SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING عدد	20,000 ریال
×	AN INVESTIGATION ON THE UPLIFT FORCES IN BUILDINGS EQUIPPED WITH OPRCB ISOLATORS	20,000 ریال	AN INVESTIGATION ON THE UPLIFT FORCES IN BUILDINGS EQUIPPED WITH OPRCB ISOLATORS عدد	20,000 ریال
×	HOW EFFICIENT THE GENERALIZED CONDITIONAL INTENSITY MEASURE IS?	20,000 ریال	HOW EFFICIENT THE GENERALIZED CONDITIONAL INTENSITY MEASURE IS? عدد	20,000 ریال
×	RELATION BETWEEN THE RUPTURE OF SEDIMENTARY ROCK AND THE RUPTURE OF BASEMENT IN THE ZAGROS SIMPLY FOLDED BELT, IRAN	20,000 ریال	RELATION BETWEEN THE RUPTURE OF SEDIMENTARY ROCK AND THE RUPTURE OF BASEMENT IN THE ZAGROS SIMPLY FOLDED BELT, IRAN عدد	20,000 ریال
×	SEISMIC EVALUATION OF PRECAST CONCRETE BUILDING WITH LARGE PANEL	20,000 ریال	SEISMIC EVALUATION OF PRECAST CONCRETE BUILDING WITH LARGE PANEL عدد	20,000 ریال
×	APPLICATION OF NEURAL NETWORK IN RELIABILITY PREDICTION OF SEISMICALLY ISOLATED STRUCTURES SUBJECTED TO RANDOM GROUND MOTIONS	20,000 ریال	APPLICATION OF NEURAL NETWORK IN RELIABILITY PREDICTION OF SEISMICALLY ISOLATED STRUCTURES SUBJECTED TO RANDOM GROUND MOTIONS عدد	20,000 ریال
×	EVALUATING THE EFFECT OF TWO AND THREE- COMPONENT EXCITATION OF EARTHQUAKE ON IRREGULAR BRIDGE RESPONSE ACCORDING TO 139 AND 463 IRANIAN CODES-A CASE STUDY	20,000 ریال	EVALUATING THE EFFECT OF TWO AND THREE- COMPONENT EXCITATION OF EARTHQUAKE ON IRREGULAR BRIDGE RESPONSE ACCORDING TO 139 AND 463 IRANIAN CODES-A CASE STUDY عدد	20,000 ریال
×	STUDY OF LITHOSPHERE STRUCTURE FROM ANALYSES OF VELOCITY DISPERSION CURVES IN THE ZAGROS	20,000 ریال	STUDY OF LITHOSPHERE STRUCTURE FROM ANALYSES OF VELOCITY DISPERSION CURVES IN THE ZAGROS عدد	20,000 ریال
×	COMPARISON OF SEISMIC HAZARD CURVES BASED ON OBSERVED AND SIMULATED EVENTS: CASE STUDY OF THE CITY OF TEHRAN, IRAN	20,000 ریال	COMPARISON OF SEISMIC HAZARD CURVES BASED ON OBSERVED AND SIMULATED EVENTS: CASE STUDY OF THE CITY OF TEHRAN, IRAN عدد	20,000 ریال
×	PERFORMANCE OF STRENGTH VERTICAL IRREGULAR STEEL BUILDINGS IN NEAR- FAULT GROUND MOTIONS	20,000 ریال	PERFORMANCE OF STRENGTH VERTICAL IRREGULAR STEEL BUILDINGS IN NEAR- FAULT GROUND MOTIONS عدد	20,000 ریال
×	THE EFFECT OF SOIL PROPERTIES UNCERTAINTY ON THE GROUND MOTIONS INTENSITY	20,000 ریال	THE EFFECT OF SOIL PROPERTIES UNCERTAINTY ON THE GROUND MOTIONS INTENSITY عدد	20,000 ریال
×	ASSESSMENT OF SEISMIC VULNERABILITY IN SMRF USING KRATZIG DAMAGE INDEX IN TARGET DUCTILITY IN THE NEAR SOURCE	20,000 ریال	ASSESSMENT OF SEISMIC VULNERABILITY IN SMRF USING KRATZIG DAMAGE INDEX IN TARGET DUCTILITY IN THE NEAR SOURCE عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	460,000 ریال
مجموع	460,000 ریال

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