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× |
 |
APPLYING “DELIBERATE DIRECTING OF AMAGE” IDEA FOR CREATION OF REPAIRABLE STEEL BUILDINGS BY USING ROCKING TUBULAR FRAME TRUCTURAL SYSTEM AND YIELDING-PLATE DAMPERS ATFOUNDATION LEVEL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ISOGEOMETRIC ANALYSIS FOR THE NUMERICAL SOLUTION OF WAVE EQUATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DYNAMIC SOIL-STRUCTURE INTERACTION OF MODERN WIND TURBINES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PROBABILITY OF FAILURE MODE IN RC COLUMNS USING BAYESIAN METHOD |
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 |
|
× |
|
OPTIMAL ACTIVE CONTROL OF ASYMMETRIC PLAN BUILDINGS WITH TORSIONAL EFFECT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INNOVATIVE FUZZY CONTROLLER FOR SEMI-ACTIVE BASE ISOLATION SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS) |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC ANALYSIS OF PILE GROUPS DUE TO NONLINEAR SOIL-PILE KINEMATIC INTERACTION |
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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STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN |
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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EVALUATION OF EXISTING MODELS FOR BOND CAPACITY OF NSM FRP |
20,000 ریال |
|
20,000 ریال |
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