|
× |
 |
ALL STEEL BUCKLING RESTRAINED BRACE WITH OPTIMUM GEOMETRY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATING SHAKEING INDUCED CASUALY BASED ON BUILDING DAMAGE PATTERN: CASE STUDY A DISTRICT OF TEHRAN |
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 COLLAPSE MARGIN FOR RC FRAMES DESIGNED BASED ON IRANIAN SEISMIC CODE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE FAULT IN KHERRATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ACTIVE FAULTING AT THE GOTVAND DAM SITE BASED ON SEISMIC AND GEOTECHNICAL DATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF JOINT OPENING ON P-WAVE VELOCITY MEASUREMENT IN ANDESITE ROCK SAMPLES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVED NUMERICAL INTEGRATION PROCEDURE FOR APPLICATION TO SEISMIC HYBRID SIMULATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE DETERMINATION OF MODIFICATION FACTOR FOR OUTRIGGER BRACED STRUCTURES USING TIME HISTORY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCEOF REPLACEABLE STEEL COUPLE BEAM IN RC SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC PERFORMANCE OF STEEL TALL BUILDINGS WITH OUTRIGGER SYSTEM IN NEAR FAULT ZONES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE-BASED OPTIMUM DESIGN OF REINFORCED CONCRETE MOMENT FRAMES UNDER EARTHQUAKE OADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF STIFFENERS ON THE ANGLE OF INCLINATION IN STEEL PLATE EARWALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
STATIC AND EIGENVALUE ANALYSIS OF CRACKED EULER BERNOULLI BEAM BY NEW MACRO ELEMENT CONTAINED ONE CRACK |
20,000 ریال |
|
20,000 ریال |
|
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