سبد خرید – پژوهشگاه بین المللی زلزله شناسي

ادامه خرید “STRUCTURE SPECIFIC GROUND MOTION SELECTION: PROS, CONS AND FUTURE DIRECTIONS” به سبد خرید شما افزوده شد.

ادامه خرید “EVALUATE THE SEISMIC PERFORMANCE OF HYBRID BEAMS IN SHEAR WALLS WITH OPENINGS” به سبد خرید شما افزوده شد.

ادامه خرید “SEISMIC BEHAVIOR OF DECK OF SEGMENTAL POST-TENSIONED BRIDGES UNDER VERTICAL EARTHQUAKE MOTIONS USING PUSH-OVER (DOWN AND UP) ANALYSIS” به سبد خرید شما افزوده شد.

ادامه خرید “THE DETERMINATION OF MODIFICATION FACTOR FOR OUTRIGGER BRACED STRUCTURES USING TIME HISTORY ANALYSIS” به سبد خرید شما افزوده شد.

ادامه خرید “PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS” به سبد خرید شما افزوده شد.

حذف آیتم	محصول	قیمت	تعداد	جمع جزء
×	MECHANISM OF PERFORMANCE STONE COLUMN SUBJECT TO STRUCTURE ON DEEP LOOSE ATURATED SAND DEPOSITS	20,000 ریال	MECHANISM OF PERFORMANCE STONE COLUMN SUBJECT TO STRUCTURE ON DEEP LOOSE ATURATED SAND DEPOSITS 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
×	SHEAR DESIGN OF BRIDGE BEAMS BY STRUT-AND-TIE MODEL	20,000 ریال	SHEAR DESIGN OF BRIDGE BEAMS BY STRUT-AND-TIE MODEL عدد	20,000 ریال
×	ACTIVE FAULT IN KHERRATA	20,000 ریال	ACTIVE FAULT IN KHERRATA عدد	20,000 ریال
×	STRUCTURE SPECIFIC GROUND MOTION SELECTION: PROS, CONS AND FUTURE DIRECTIONS	20,000 ریال	STRUCTURE SPECIFIC GROUND MOTION SELECTION: PROS, CONS AND FUTURE DIRECTIONS عدد	20,000 ریال
×	EVALUATE THE SEISMIC PERFORMANCE OF HYBRID BEAMS IN SHEAR WALLS WITH OPENINGS	20,000 ریال	EVALUATE THE SEISMIC PERFORMANCE OF HYBRID BEAMS IN SHEAR WALLS WITH OPENINGS عدد	20,000 ریال
×	SEISMIC BEHAVIOR OF DECK OF SEGMENTAL POST-TENSIONED BRIDGES UNDER VERTICAL EARTHQUAKE MOTIONS USING PUSH-OVER (DOWN AND UP) ANALYSIS	20,000 ریال	SEISMIC BEHAVIOR OF DECK OF SEGMENTAL POST-TENSIONED BRIDGES UNDER VERTICAL EARTHQUAKE MOTIONS USING PUSH-OVER (DOWN AND UP) ANALYSIS عدد	20,000 ریال
×	THE DETERMINATION OF MODIFICATION FACTOR FOR OUTRIGGER BRACED STRUCTURES USING TIME HISTORY ANALYSIS	20,000 ریال	THE DETERMINATION OF MODIFICATION FACTOR FOR OUTRIGGER BRACED STRUCTURES USING TIME HISTORY ANALYSIS عدد	20,000 ریال
×	PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS	20,000 ریال	PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	180,000 ریال
مجموع	180,000 ریال

ادامه جهت تسویه حساب