|
× |
 |
SEISMIC PERFORMANCE OF STEEL TALL BUILDINGS WITH OUTRIGGER SYSTEM IN NEAR FAULT ZONES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CORRELATION OF DEFORMATION DEMANDS WITH STRONG GROUND MOTION ARAMETERS FOR RECENT EARTHQUAKES OF IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATING THE EFFECT OF SYMMETRY ON SEISMIC BEHAVIOR OF IRREGULAR BUILDINGS IN PLAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COLLAPSE CAPACITY ASSESSMENT OF REGULAR TALL BUILDINGS UNDER PULSE LIKE NEAR FIELD GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EFFECT OF DIFFERENT PARAMETERS ON A SINGLE INVARIANT LATERAL FORCE DISTRIBUTION TO CONSIDER THE HIGHER MODES EFFECT IN A PUSHOVER PROCEDURE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF DISPLACEMENT AMPLIFICATION FACTOR FOR ECCENTRICALLY BRACED STEEL FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CONSIDERATION OF SOIL-STRUCTURE INTERACTION IN SEISMIC ANALYZING OF STEEL STRUCTURES BY USING OF HYBRID DAMPER – ACTUATOR BRACING CONTROL (HDABC) SYSTEM |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC RESPONSE OF 2D AND 3D SEMI-SINE SHAPED HILLS AND VALLEYS SUBJECTED TO SIMPLE INCIDENT PULSES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CHALLENGES IN DISTRIBUTION OF EMERGENCY RELIEF SUPPLY: CASE STUDIES OF THREE EARTHQUAKES IN IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN ENERGY-BASED DAMAGE DETECTION ALGORITHM BASED ON MODAL DATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE MID-RISE TRUCTURES WITH SOFT STORY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF CONNECTION RIGIDITY ON THE BEHAVIOR OF IRREGULAR STEEL BUILDINGS UNDER LATERAL LOADING |
20,000 ریال |
|
20,000 ریال |
|
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