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SEISMIC CRITICAL EXCITATION FOR EARTHQUAKE INPUT ENERGY |
20,000 ریال |
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20,000 ریال |
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× |
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EVALUATING BEHAVIOUR OF KINDERGARTEN TEACHERS IN CASE OF EARTHQUAKE: CASE STUDY OF TEHRAN KINDERGARTENS |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC EVALUATION OF STEEL MOMENT FRAMES EQUIPPED WITH XADAS YIELDING METALLIC DAMPERS |
20,000 ریال |
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20,000 ریال |
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× |
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A STUDY OF DATA FILTERING IMPACT ON LINEAR INVERSION IN TIME DOMAIN - CASE STUDY OF MAY 28 2004 KOJUR EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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DAMAGE-RELATED PERFORMANCE-BASED SEISMIC DESIGN OF BITLIS RIVER VIADUCT |
20,000 ریال |
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20,000 ریال |
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× |
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DEVELOPING A GIS-BASED MODEL FOR ROAD BLOCKAGE ASSESSMENT |
20,000 ریال |
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20,000 ریال |
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EFFECT OF STIFFENERS ON THE ANGLE OF INCLINATION IN STEEL PLATE EARWALLS |
20,000 ریال |
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20,000 ریال |
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× |
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DEVELOPMENT OF GIS-BASED DATABASE OF ACTIVE FAULTS IN THE IDDLE EAST AREA |
20,000 ریال |
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20,000 ریال |
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INVESTIGATION OF THE EFFECT OF BASE SHEAR COEFFICIENT ON LIFE CYCLE COSTS OF STEEL MOMENT FRAMES |
20,000 ریال |
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20,000 ریال |
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PERFORMANCE-BASED OPTIMUM DESIGN OF REINFORCED CONCRETE MOMENT FRAMES UNDER EARTHQUAKE OADING |
20,000 ریال |
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20,000 ریال |
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INVESTIGATING THE EFFECT OF TORSION IN NONLINEAR BEHAVIOR OF COMMON RC BUILDINGS WITH SHEAR WALL |
20,000 ریال |
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20,000 ریال |
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× |
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SEISMIC RETROFIT OF HISTORICAL AND EXISTING BUILDINGS |
20,000 ریال |
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20,000 ریال |
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COMPARISON OF SITE RESPONSE ANALYSIS BY LINEAR AND EQUIVALENT LINEAR METHODS CASE STUDY - TREASURE ISLAND |
20,000 ریال |
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20,000 ریال |
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INVESTIGATION OF THE CONTEMPORARY STRESS STATE IN CENTRAL ZAGROS |
20,000 ریال |
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20,000 ریال |
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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 |
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20,000 ریال |
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THE EPICENTER FORECASTING OF DARB-E-ASTANEH EARTHQUAKE (2006) AND BANDAR ABBAS EARTHQUAKE (2009) USING FORESHOCKS AND ARTIFICIAL NEURAL NETWORK |
20,000 ریال |
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20,000 ریال |
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× |
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NONLINEAR SEISMIC ANALYSIS OF REINFORCED CONCRETE SHEAR WALL CONSIDERING BOND- SLIP EFFECT |
20,000 ریال |
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20,000 ریال |
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AN INVESTIGATION OF SEISMIC BEHAVIOR OF SEGMENTAL TUNNEL LINING USING 1G SHAKING TABLE TESTS |
20,000 ریال |
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20,000 ریال |
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STATIC AND EIGENVALUE ANALYSIS OF CRACKED EULER BERNOULLI BEAM BY NEW MACRO ELEMENT CONTAINED ONE CRACK |
20,000 ریال |
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20,000 ریال |
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