سبد خرید – پژوهشگاه بین المللی زلزله شناسي

ادامه خرید “INVESTIGATION OF THE EFFECT OF BASE SHEAR COEFFICIENT ON LIFE CYCLE COSTS OF STEEL MOMENT FRAMES” به سبد خرید شما افزوده شد.

حذف آیتم	محصول	قیمت	تعداد	جمع جزء
×	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
×	ANALYSIS OF FEATURE OF RECENT SEISMICITY IN VLORA-ELBASANI-DIBRA SEISMOGENIC ZONE	20,000 ریال	ANALYSIS OF FEATURE OF RECENT SEISMICITY IN VLORA-ELBASANI-DIBRA SEISMOGENIC ZONE عدد	20,000 ریال
×	SPATIAL VARIABILITY OF NEAR-SOURCE SEISMIC GROUND MOTION WITH RESPECT TO DIFFERENT DISTANCE METRICS, WITH SPECIAL EMPHASIS ON MAY 29 2012 PO PLAIN EARTHQUAKE, ITALY	20,000 ریال	SPATIAL VARIABILITY OF NEAR-SOURCE SEISMIC GROUND MOTION WITH RESPECT TO DIFFERENT DISTANCE METRICS, WITH SPECIAL EMPHASIS ON MAY 29 2012 PO PLAIN EARTHQUAKE, ITALY عدد	20,000 ریال
×	RELIABILITY EVALUATION OF ENGINEERING DEMAND PARAMETERS BASED ON THE LENGTH OF SEISMIC LINKS IN ECCENTRICALLY BRACED FRAMES	20,000 ریال	RELIABILITY EVALUATION OF ENGINEERING DEMAND PARAMETERS BASED ON THE LENGTH OF SEISMIC LINKS IN ECCENTRICALLY BRACED FRAMES عدد	20,000 ریال
×	STRUCTURAL HEALTH MONITORING BY USING ARTIFICIAL NEURAL NETWORKS	20,000 ریال	STRUCTURAL HEALTH MONITORING BY USING ARTIFICIAL NEURAL NETWORKS 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
×	CHALLENGES IN DISTRIBUTION OF EMERGENCY RELIEF SUPPLY: CASE STUDIES OF THREE EARTHQUAKES IN IRAN	20,000 ریال	CHALLENGES IN DISTRIBUTION OF EMERGENCY RELIEF SUPPLY: CASE STUDIES OF THREE EARTHQUAKES IN IRAN عدد	20,000 ریال
×	SOIL CATEGORY EFFECTS ON THE DISPLACEMENT AMPLIFICATION FACTOR ( CD) OF OUTRIGGER BRACED STRUCTURES	20,000 ریال	SOIL CATEGORY EFFECTS ON THE DISPLACEMENT AMPLIFICATION FACTOR ( CD) OF OUTRIGGER BRACED STRUCTURES عدد	20,000 ریال
×	EFFECT(S) OF LOWER CRUST FLOW AND RECENT TECTONIC ACTIVITIES IN ZAGROS	20,000 ریال	EFFECT(S) OF LOWER CRUST FLOW AND RECENT TECTONIC ACTIVITIES IN ZAGROS 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
×	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
×	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
×	SIMULATION OF GROUND'S STRONG MOTION USING THE EMPIRICAL GREEN'S FUNCTION FOR THE AHAR-VARZEQAN EARTHQUAKE	20,000 ریال	SIMULATION OF GROUND'S STRONG MOTION USING THE EMPIRICAL GREEN'S FUNCTION FOR THE AHAR-VARZEQAN EARTHQUAKE عدد	20,000 ریال
×	A SURVEY OF RISK TAKING ANALYSIS AND PREDICTION OF MAGNITUDE AND TIME OF EARTHQUAKE IN SAN FRANCISCO BY ARTIFICIAL NEURAL NETWORK	20,000 ریال	A SURVEY OF RISK TAKING ANALYSIS AND PREDICTION OF MAGNITUDE AND TIME OF EARTHQUAKE IN SAN FRANCISCO BY ARTIFICIAL NEURAL NETWORK 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
×	APPLICATION OF VELOCITY SPECTRAL ORDINATES TO ESTIMATE SEISMIC DISPLACEMENT DEMANDS OF STRUCTURES	20,000 ریال	APPLICATION OF VELOCITY SPECTRAL ORDINATES TO ESTIMATE SEISMIC DISPLACEMENT DEMANDS OF STRUCTURES عدد	20,000 ریال
×	PROPOSING AN OPTIMAL CABLE CONFIGURATION FOR LALI CABLE - STAYED BRIDGE USING SEISMIC RISK ASSESSMENT	20,000 ریال	PROPOSING AN OPTIMAL CABLE CONFIGURATION FOR LALI CABLE - STAYED BRIDGE USING SEISMIC RISK ASSESSMENT عدد	20,000 ریال
×	THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES	20,000 ریال	THE PSEUDO-DYNAMIC ANALYSIS OF CRITICAL NON-CIRCULAR SLIP SURFACE IN EARTH SLOPES عدد	20,000 ریال
×	SEISMIC STRENGTHENING OF SMALL SCALE PLAIN CONCRETE COLUMNS WITH NEW HYBRID STEEL-FRP JACKETS	20,000 ریال	SEISMIC STRENGTHENING OF SMALL SCALE PLAIN CONCRETE COLUMNS WITH NEW HYBRID STEEL-FRP JACKETS عدد	20,000 ریال
×	LABORATORY BEHAVIOR EVALUATION OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER UNDER QUASI STATIC CYCLIC LOADING	20,000 ریال	LABORATORY BEHAVIOR EVALUATION OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER UNDER QUASI STATIC CYCLIC LOADING عدد	20,000 ریال
×	APPLICATION OF OPTIMIZATION APPROACH IN CATASTROPHE LOSS MODELLING TOWARDS EARTHQUAKE INSURANCE PORTFOLIO MANAGEMENT	20,000 ریال	APPLICATION OF OPTIMIZATION APPROACH IN CATASTROPHE LOSS MODELLING TOWARDS EARTHQUAKE INSURANCE PORTFOLIO MANAGEMENT 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

جمع کل سبد خرید

جمع جزء	440,000 ریال
مجموع	440,000 ریال

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