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سبد خرید

ادامه خرید “LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD” به سبد خرید شما افزوده شد.

حذف آیتم	تصویر بند انگشتی	محصول	قیمت	تعداد	جمع جزء
×		CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS	20,000 ریال	CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS عدد	20,000 ریال
×		EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS	20,000 ریال	EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS عدد	20,000 ریال
×		STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN	20,000 ریال	STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN عدد	20,000 ریال
×		COLLAPSE CAPACITY ASSESSMENT OF REGULAR TALL BUILDINGS UNDER PULSE LIKE NEAR FIELD GROUND MOTIONS	20,000 ریال	COLLAPSE CAPACITY ASSESSMENT OF REGULAR TALL BUILDINGS UNDER PULSE LIKE NEAR FIELD GROUND MOTIONS عدد	20,000 ریال
×		ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS	20,000 ریال	ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS عدد	20,000 ریال
×		FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS	20,000 ریال	FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS عدد	20,000 ریال
×		EVALUATION OF THE MODIFICATION FACTOR OF INFILLS ACCEPTANCE CRITERIA (LINEAR ANALYSIS) WITH STEEL AND CONCRETE SURROUNDED FRAMES,BASED ON EXPERIMENTAL RESULTS	20,000 ریال	EVALUATION OF THE MODIFICATION FACTOR OF INFILLS ACCEPTANCE CRITERIA (LINEAR ANALYSIS) WITH STEEL AND CONCRETE SURROUNDED FRAMES,BASED ON EXPERIMENTAL RESULTS عدد	20,000 ریال
×		COMPARING THE SHEAR STIFFNESS OF CALCAREOUS AND SILICATE SANDS UNDER DYNAMIC AND CYCLIC STRAINING	20,000 ریال	COMPARING THE SHEAR STIFFNESS OF CALCAREOUS AND SILICATE SANDS UNDER DYNAMIC AND CYCLIC STRAINING عدد	20,000 ریال
×		THE UPLİFTİNG BEHAVİOR OF SHALLOW BURİED PİPELİNES WİTHİN THE LİQUEﬁABLE SOİLS UNDER CYCLİC LOADİNGS	20,000 ریال	THE UPLİFTİNG BEHAVİOR OF SHALLOW BURİED PİPELİNES WİTHİN THE LİQUEﬁABLE SOİLS UNDER CYCLİC LOADİNGS عدد	20,000 ریال
×		STABILITY ASSESSMENT OF THE GMPES FOR IRANIAN GROUND MOTION DATABASE	20,000 ریال	STABILITY ASSESSMENT OF THE GMPES FOR IRANIAN GROUND MOTION DATABASE عدد	20,000 ریال
×		PROBABILISTIC DEMAND ASSESSMENT OF SEISMIC BASE-ISOLATED STRUCTURES IN IMMEDIATE OCCUPANCY PERFORMANCE LEVEL	20,000 ریال	PROBABILISTIC DEMAND ASSESSMENT OF SEISMIC BASE-ISOLATED STRUCTURES IN IMMEDIATE OCCUPANCY PERFORMANCE LEVEL عدد	20,000 ریال
×		CALCULATION OF LATERAL LOAD ON BUILDING BASED ON ENERGY METHOD	20,000 ریال	CALCULATION OF LATERAL LOAD ON BUILDING BASED ON ENERGY METHOD عدد	20,000 ریال
×		RISK MANAGEMENT FOR CULTURAL HERITAGE SITES IN ITALY: THE CASE OF THE UNESCO SITE PORTOVENERE, CINQUE TERRE AND THE ISLANDS (PALMARIA, TINO AND TINETTO)	20,000 ریال	RISK MANAGEMENT FOR CULTURAL HERITAGE SITES IN ITALY: THE CASE OF THE UNESCO SITE PORTOVENERE, CINQUE TERRE AND THE ISLANDS (PALMARIA, TINO AND TINETTO) عدد	20,000 ریال
×		SEISMIC ASSESSMENT OF POLYETHYLENE PIPELINES UNDER LANDSLIDE	20,000 ریال	SEISMIC ASSESSMENT OF POLYETHYLENE PIPELINES UNDER LANDSLIDE عدد	20,000 ریال
×		TRANSPORTATION NETWORK RESILIENCY AS A MEASURE OF PERFORMANCE THROUGHOUT EARTHQUAKE, A PARADIGM SHIFT	20,000 ریال	TRANSPORTATION NETWORK RESILIENCY AS A MEASURE OF PERFORMANCE THROUGHOUT EARTHQUAKE, A PARADIGM SHIFT عدد	20,000 ریال
×		LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD	20,000 ریال	LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	320,000 ریال
مجموع	320,000 ریال

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