سبد خرید – پژوهشگاه بین المللی زلزله شناسي

ادامه خرید “LEVEL CROSSING APPROACH IN SPATIAL AND TEMPORAL DEPENDENCE IN EARTHQUAKE” به سبد خرید شما افزوده شد.

حذف آیتم	محصول	قیمت	تعداد	جمع جزء
×	SEISMIC CRITICAL EXCITATION FOR EARTHQUAKE INPUT ENERGY	20,000 ریال	SEISMIC CRITICAL EXCITATION FOR EARTHQUAKE INPUT ENERGY عدد	20,000 ریال
×	EVALUATING BEHAVIOUR OF KINDERGARTEN TEACHERS IN CASE OF EARTHQUAKE: CASE STUDY OF TEHRAN KINDERGARTENS	20,000 ریال	EVALUATING BEHAVIOUR OF KINDERGARTEN TEACHERS IN CASE OF EARTHQUAKE: CASE STUDY OF TEHRAN KINDERGARTENS عدد	20,000 ریال
×	SEISMIC EVALUATION OF STEEL MOMENT FRAMES EQUIPPED WITH XADAS YIELDING METALLIC DAMPERS	20,000 ریال	SEISMIC EVALUATION OF STEEL MOMENT FRAMES EQUIPPED WITH XADAS YIELDING METALLIC DAMPERS عدد	20,000 ریال
×	A STUDY OF DATA FILTERING IMPACT ON LINEAR INVERSION IN TIME DOMAIN - CASE STUDY OF MAY 28 2004 KOJUR EARTHQUAKE	20,000 ریال	A STUDY OF DATA FILTERING IMPACT ON LINEAR INVERSION IN TIME DOMAIN - CASE STUDY OF MAY 28 2004 KOJUR EARTHQUAKE عدد	20,000 ریال
×	DAMAGE-RELATED PERFORMANCE-BASED SEISMIC DESIGN OF BITLIS RIVER VIADUCT	20,000 ریال	DAMAGE-RELATED PERFORMANCE-BASED SEISMIC DESIGN OF BITLIS RIVER VIADUCT عدد	20,000 ریال
×	DEVELOPING A GIS-BASED MODEL FOR ROAD BLOCKAGE ASSESSMENT	20,000 ریال	DEVELOPING A GIS-BASED MODEL FOR ROAD BLOCKAGE ASSESSMENT عدد	20,000 ریال
×	EFFECT OF STIFFENERS ON THE ANGLE OF INCLINATION IN STEEL PLATE EARWALLS	20,000 ریال	EFFECT OF STIFFENERS ON THE ANGLE OF INCLINATION IN STEEL PLATE EARWALLS عدد	20,000 ریال
×	DEVELOPMENT OF GIS-BASED DATABASE OF ACTIVE FAULTS IN THE IDDLE EAST AREA	20,000 ریال	DEVELOPMENT OF GIS-BASED DATABASE OF ACTIVE FAULTS IN THE IDDLE EAST AREA عدد	20,000 ریال
×	INVESTIGATION OF THE EFFECT OF BASE SHEAR COEFFICIENT ON LIFE CYCLE COSTS OF STEEL MOMENT FRAMES	20,000 ریال	INVESTIGATION OF THE EFFECT OF BASE SHEAR COEFFICIENT ON LIFE CYCLE COSTS OF STEEL MOMENT FRAMES عدد	20,000 ریال
×	PERFORMANCE-BASED OPTIMUM DESIGN OF REINFORCED CONCRETE MOMENT FRAMES UNDER EARTHQUAKE OADING	20,000 ریال	PERFORMANCE-BASED OPTIMUM DESIGN OF REINFORCED CONCRETE MOMENT FRAMES UNDER EARTHQUAKE OADING عدد	20,000 ریال
×	INVESTIGATING THE EFFECT OF TORSION IN NONLINEAR BEHAVIOR OF COMMON RC BUILDINGS WITH SHEAR WALL	20,000 ریال	INVESTIGATING THE EFFECT OF TORSION IN NONLINEAR BEHAVIOR OF COMMON RC BUILDINGS WITH SHEAR WALL 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
×	COMPARISON OF SITE RESPONSE ANALYSIS BY LINEAR AND EQUIVALENT LINEAR METHODS CASE STUDY - TREASURE ISLAND	20,000 ریال	COMPARISON OF SITE RESPONSE ANALYSIS BY LINEAR AND EQUIVALENT LINEAR METHODS CASE STUDY - TREASURE ISLAND 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
×	EXPERIMENTAL ASSESSMENT OF THE EFFECT OF VARIOUS CYCLIC LOADING PROTOCOLS ON THE MECHANICAL BEHAVIOR OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER	20,000 ریال	EXPERIMENTAL ASSESSMENT OF THE EFFECT OF VARIOUS CYCLIC LOADING PROTOCOLS ON THE MECHANICAL BEHAVIOR OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER عدد	20,000 ریال
×	THE EPICENTER FORECASTING OF DARB-E-ASTANEH EARTHQUAKE (2006) AND BANDAR ABBAS EARTHQUAKE (2009) USING FORESHOCKS AND ARTIFICIAL NEURAL NETWORK	20,000 ریال	THE EPICENTER FORECASTING OF DARB-E-ASTANEH EARTHQUAKE (2006) AND BANDAR ABBAS EARTHQUAKE (2009) USING FORESHOCKS AND ARTIFICIAL NEURAL NETWORK عدد	20,000 ریال
×	NONLINEAR SEISMIC ANALYSIS OF REINFORCED CONCRETE SHEAR WALL CONSIDERING BOND- SLIP EFFECT	20,000 ریال	NONLINEAR SEISMIC ANALYSIS OF REINFORCED CONCRETE SHEAR WALL CONSIDERING BOND- SLIP EFFECT عدد	20,000 ریال
×	AN INVESTIGATION OF SEISMIC BEHAVIOR OF SEGMENTAL TUNNEL LINING USING 1G SHAKING TABLE TESTS	20,000 ریال	AN INVESTIGATION OF SEISMIC BEHAVIOR OF SEGMENTAL TUNNEL LINING USING 1G SHAKING TABLE TESTS عدد	20,000 ریال
×	STATIC AND EIGENVALUE ANALYSIS OF CRACKED EULER BERNOULLI BEAM BY NEW MACRO ELEMENT CONTAINED ONE CRACK	20,000 ریال	STATIC AND EIGENVALUE ANALYSIS OF CRACKED EULER BERNOULLI BEAM BY NEW MACRO ELEMENT CONTAINED ONE CRACK عدد	20,000 ریال
×	SIZING OPTIMIZATION OF FRAME TUBE STRUCTURES SUBJECTED TO WIND INDUCED LOADING BY MINE BLAST ALGORITHM	20,000 ریال	SIZING OPTIMIZATION OF FRAME TUBE STRUCTURES SUBJECTED TO WIND INDUCED LOADING BY MINE BLAST ALGORITHM عدد	20,000 ریال
×	MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES	20,000 ریال	MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES عدد	20,000 ریال
×	LEVEL CROSSING APPROACH IN SPATIAL AND TEMPORAL DEPENDENCE IN EARTHQUAKE	20,000 ریال	LEVEL CROSSING APPROACH IN SPATIAL AND TEMPORAL DEPENDENCE IN EARTHQUAKE عدد	20,000 ریال

جمع کل سبد خرید

جمع جزء	440,000 ریال
مجموع	440,000 ریال

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