×
مقایسه پاسخهای لرزهای قابهای خمشی فولادی با و بدون هسته گهوارهای
30,000 ریال
مقایسه پاسخهای لرزهای قابهای خمشی فولادی با و بدون هسته گهوارهای عدد
30,000 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
×
FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS
20,000 ریال
FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS 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
×
IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS
20,000 ریال
IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS عدد
20,000 ریال
×
MAJOR HISTORICAL EARTHQUAKES IN ROMANIA AND CONTEMPORARY SEISMIC RISK MANAGEMENT ACTIVITIES
20,000 ریال
MAJOR HISTORICAL EARTHQUAKES IN ROMANIA AND CONTEMPORARY SEISMIC RISK MANAGEMENT ACTIVITIES عدد
20,000 ریال
×
ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS
30,000 ریال
ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS عدد
30,000 ریال
×
SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES RETROFITTED BY PRESTRESSED STEEL STRIPS
20,000 ریال
SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES RETROFITTED BY PRESTRESSED STEEL STRIPS 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
×
IMPROVEMENT OF KHORJINI CONNECTIONS
20,000 ریال
IMPROVEMENT OF KHORJINI CONNECTIONS عدد
20,000 ریال
×
EVALUATION OF LIQUEFACTION TRIGGERING UTILIZING PERTINENT UNCERTAINTIES
20,000 ریال
EVALUATION OF LIQUEFACTION TRIGGERING UTILIZING PERTINENT UNCERTAINTIES 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
×
MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN
20,000 ریال
MONTE CARLO SIMULATIONS OF SOIL AMPLIFICATION FUNCTIONS FOR SITE-SPECIFIC SEISMIC HAZARD ANALYSIS – CASE STUDY: TEHRAN, THE CAPITAL CITY OF IRAN عدد
20,000 ریال
بروزرسانی سبد خرید