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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 |
|
× |
|
SEISMIC RESPONSE SIMULATION AND SLIDING INSTABILITY EVALUATION OF UNBONDED FIBER-REINFORCED ISOLATORS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC BEHAVIOR OF FIXED OFFSHORE PLATFORM DESIGNED FOR FLOAT-OVER INSTALLATION – CASE STUDY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
FURTHER IMPROVEMENT OF AN ENERGY DISSIPATION DEVICE FOR USE IN STEEL FRAMES COMPOSED OF CHEVRON BRACINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MECHANISM OF PERFORMANCE STONE COLUMN SUBJECT TO STRUCTURE ON DEEP LOOSE ATURATED SAND DEPOSITS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ASSESSMENT OF THE RELATIONSHIP- SOCIAL CAPITAL PREPAREDNESS OF SIRJAN HOUSEHOLDES TO EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
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 |
|
× |
|
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 |
|
× |
|
ASSESSMENT OF THE PARK & ANG DAMAGE INDEX FOR PERFORMANCE LEVELS OF RC MOMENT RESISTING FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON HIGHWAY BRIDGE WITH FRICTION -RUBBER ISOLATOR |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF EXISTING MODELS FOR BOND CAPACITY OF NSM FRP |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF COLLAPSE MARGIN FOR RC FRAMES DESIGNED BASED ON IRANIAN SEISMIC CODE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MULTIFRACTAL ANALYSIS OF SEISMOGENIC DECOMPOSED LINEAMENTS IN NORTH AND NORTH-WEST OF TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE IMPACT OF FLANGE DIMENSIONS OF VERTICAL LINK BEAM ON ITS SEISMIC PERFORMANCE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN INVESTIGATION OF ECCENTRICALLY BRACED FRAMES WITH DIFFERENT GEOMETRICAL PATTERNS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EMERGENCY EVACUATION OF SUBWAY STATIONS DURING A DISASTER, STUDY CASE: “STATION 5 OF TURO” |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ASSESS THE DAMAGE AND LOSSES CAUSED BY THE ARTHQUAKE OF AHAR, HARRIS AND VARZEQHAN AND REVIEWS THE WORK DONE IN THE FIELD OF CRISIS MANAGEMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES WITH FLUID VISCOUS DAMPER |
20,000 ریال |
|
20,000 ریال |
|
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