|
× |
 |
THE WEIGHTED RMS STACKING TO RETRIEVE EMPIRICAL GREEN 'S FUNCTIONS FROM AMBIENT SEISMIC NOISE |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PARAMETRIC FINITE ELEMENT EVALUATION OF RC BEAM-COLUMN JOINTS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
TORSIONAL RESPONSE OF SHORT SPAN TRUSS TYPE DECK SUSPENSION BRIDGES UNDER CLOSED FORM APPROXIMATION OF PULSE TYPE GROUND MOTIONS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PREDICTION EQUATION FOR ARRIVAL TIMES OF NEAR-SOURCE STRONG GROUND MOTIONS VELOCITY PULSES USING PULSE-LIKE RECORDS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ACTIVE DEFORMATION OF MAKRAN (SOUTHEAST IRAN) USING ONTINUOUS GPS MEASUREMENTS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ONLINE MODAL IDENTIFICATION OF STRUCTURES BY NATURAL GRADIENT ALGORITHM |
30,000 ریال |
|
30,000 ریال |
|
× |
|
THE EFFECT OF VERTICAL EXCITATIONS ON THE COLLAPSE RISK ASSESSMENT OF RC FRAME-CORE WALL STRUCTURES |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PRIORITIZED SLIP LOAD OPTIMIZATION OF FRICTION DAMPED-BASED STRUCTURES |
30,000 ریال |
|
30,000 ریال |
|
× |
|
THE FUNDAMENTAL PERIOD OF FOUR-LAYER SOIL DEPOSITS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
THE EFFECT OF THE DISPROPORTIONATE EFFECTIVE MOMENT OF INERTIA CAUSED BY CRACKS ON THE SEISMIC RESPONSE OF THE CONCRETE BUILDING |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PERCEPTION AND COMMUNICATION OF SEIEMIC RISK |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ارائه الگوریتم عصبی فازی بهینه شده، بر پایه روش بهینه سازی مسابقه طناب کشی، برای کنترل فعال رفتار لرزه ای پل بزرگراه |
30,000 ریال |
|
30,000 ریال |
|
× |
|
PERFORMANCE LEVEL OF ECCENTRIC STRUCTURES DUE TO T ORSION AND SOIL-STRUCTURE INTERACTION |
30,000 ریال |
|
30,000 ریال |
|
× |
|
THE EFFECT OF SITE SOIL ON SEISMIC PERFORMANCE OF STEEL DAMPED STRUCTURE AT CLOSE DISTANCE OF ACTIVE FAULT |
30,000 ریال |
|
30,000 ریال |
|
|
