× |
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EXPERIMENTAL ANALYSIS OF GROUND VIBRATION DUE TO TAPERED PILES DRIVING |
20,000 ریال |
|
20,000 ریال |
× |
|
INNOVATIVE FUZZY CONTROLLER FOR SEMI-ACTIVE BASE ISOLATION SYSTEMS |
20,000 ریال |
|
20,000 ریال |
× |
|
THE EFFECT OF SOIL PERMEABILITY ON THE LIQUEFACTION BEHAVIOR OF SAND SUBJECTED TO CYCLIC LOADING |
20,000 ریال |
|
20,000 ریال |
× |
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SEISMIC RESPONSE SIMULATION AND SLIDING INSTABILITY EVALUATION OF UNBONDED FIBER-REINFORCED ISOLATORS |
20,000 ریال |
|
20,000 ریال |
× |
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SEISMIC BEHAVIOR OF FIXED OFFSHORE PLATFORM DESIGNED FOR FLOAT-OVER INSTALLATION – CASE STUDY |
20,000 ریال |
|
20,000 ریال |
× |
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FURTHER IMPROVEMENT OF AN ENERGY DISSIPATION DEVICE FOR USE IN STEEL FRAMES COMPOSED OF CHEVRON BRACINGS |
20,000 ریال |
|
20,000 ریال |
× |
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MECHANISM OF PERFORMANCE STONE COLUMN SUBJECT TO STRUCTURE ON DEEP LOOSE ATURATED SAND DEPOSITS |
20,000 ریال |
|
20,000 ریال |
× |
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ASSESSMENT OF THE RELATIONSHIP- SOCIAL CAPITAL PREPAREDNESS OF SIRJAN HOUSEHOLDES TO EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
× |
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EFFECT OF THE BUILDING HEIGHT ON PROGRESSIVE COLLAPSE |
20,000 ریال |
|
20,000 ریال |
× |
|
SEISMIC EVALUATION OF A STEEL STRUCTURE USING COMBINATION OF VISCOUS DAMPER AND CBF BRACINGS ONDER NEAR FAULT-EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
× |
|
STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN |
20,000 ریال |
|
20,000 ریال |
× |
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SEISMIC BEHAVIOR OF SOIL-STEEL COMPOSITE BRIDGES |
20,000 ریال |
|
20,000 ریال |
× |
|
CHARACTERISTIC EARTHQUAKE HAZARD IN TEHRAN REGION |
20,000 ریال |
|
20,000 ریال |
× |
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ASSESSMENT OF THE PARK & ANG DAMAGE INDEX FOR PERFORMANCE LEVELS OF RC MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
× |
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EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON HIGHWAY BRIDGE WITH FRICTION -RUBBER ISOLATOR |
20,000 ریال |
|
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 COLLAPSE MARGIN FOR RC FRAMES DESIGNED BASED ON IRANIAN SEISMIC CODE |
20,000 ریال |
|
20,000 ریال |
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