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× |
 |
EVALUATION OF THE EFFICIENCY OF GROUND MOTION SELECTION METHODS IN ASSESSMENT OF THE SEISMIC DEMANDS WITH SIGNIFICANT HIGHER MODE EFFECTS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF THE EFFECT OF PGV/PGA RATIO OF STRONG GROUND MOTIONS ON RESPONSES OF SOIL STRUCTURE SDOF SYSTEMS |
20,000 ریال |
|
20,000 ریال |
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× |
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EVALUATION OF FOOTING BEHAVIOR ON SOILS REINFORCED BY GRANULAR RUBBERS AND GEOCELLS EXPERIMENTALLY |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF THREE SPAN ARCH STONE BRIDGE IN DRODGARAN UNDER EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION ON THE IMPACTS OF DAMAGES TO HAZARDOUS FACILITIES IN TEHRAN BY POTENTIAL EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF EARTHQUAKE SAFETY DRILL (CASE STUDY:13TH EARTHQUAKE SAFETY DRILL IN TEHRAN SCHOOLS) |
20,000 ریال |
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20,000 ریال |
|
× |
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EVALUATION OF EXISTING MODELS FOR BOND CAPACITY OF NSM FRP |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF ESSENTIAL STRUCTURES PERFORMANCE UNDER MAINSHOCK-AFTERSHOCKS SEQUENCE-TYPE GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF COLLAPSE MARGIN FOR RC FRAMES DESIGNED BASED ON IRANIAN SEISMIC CODE |
20,000 ریال |
|
20,000 ریال |
|
× |
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EXPERIMENTAL ANALYSIS OF GROUND VIBRATION DUE TO TAPERED PILES DRIVING |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF EXISTING TECHNIQUES ON STRUCTURAL HEALTH MONITORING OF BRIDGES |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF SEISMIC RESPONSE OF COMPLICATED UTILITY TUNNELS BY SHAKE TABLE TESTING |
0 ریال |
|
0 ریال |
|
× |
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EVALUATION OF DECONSTRUCTION, RECONSTRUCTION AND RETROFITTING NATIONAL PLAN FOR SCHOOLS |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF DIRECT-DISPLACEMENT BASED SEISMIC DESIGN METHOD FOR EBFs |
20,000 ریال |
|
20,000 ریال |
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