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× |
 |
BEHAVIOR OF SLIDING ISOLATORS WITH VARIABLE FRICTION UNDER NEAR-FAULT EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE OF IMPORTANT BUILDINGS IN THE 2012 VARZAGHAN-AHAR EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ANALYTICAL STUDY ON THE SEISMIC RESPONSE OF BASE ISOLATION SYSTEM |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCEOF STEEL SHEAR WALL WITH DIFFERENT OPENING CONFIGURATIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFECT OF RIGIDITY OF BEAM TO COLUMN CONNECTION IN STRENGTH AND STIFFNESS OF THE INFILL FRAME |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION ON THE EFFECT OF LATERAL SPREADING ON THE LONGITUDINALLY BURIED PIPELINES USING 1G SHAKING TABLE TESTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
REASSESSMENT OF FIFTY YEARS OF SEISMICITY IN SIMAV-GEDIZ GRABENS (WESTERN TURKEY), BASED ON CALIBRATED EARTHQUAKE RELOCATIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NUMERICAL ANALYSIS OF THE BEHAVIOR OF CONCENTRICALLY BRACED FRAMES UNDER CYCLIC LOADING CONSIDERING COLUMN ORIENTATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
LESSONS LEARNED FROM ELE STUDIES IN EARTHQUAKE-PRONE DEVELOPING COUNTRIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
RELIABILITY ANALYSIS ON REINFORCED MASONRY BUILDING AGAINST EARTHQUAKE HAZARD WITH SHAKING TABLE TESTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC EVALUATION OF RC FRAMES USING DISPLACEMENT-BASED ADAPTIVE PUSHOVER METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
|
HOW EFFICIENT THE WESTERGAARD ADDED MASS IS? THE CASE STUDY OF THE BAKHTIARI DAM, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
VERTICAL GROUND MOTION PREDICTION EQUATIONS FOR GA AND PSA IN ALBORZ-AZERBAIJAN, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF FOOTING BEHAVIOR ON SOILS REINFORCED BY GRANULAR RUBBERS AND GEOCELLS EXPERIMENTALLY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
USE OF ASYMMETRIC BUCKLING RESTRAINED BRACES IN ZIPPER FRAMES FOR IMPROVEMENT OF PEAK AND RESIDUAL RESPONSE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF LOW-RISE MOMENT-RESISTING FRAME BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THE LIQUEFACTION HAZARD POTENTIAL ON BUSHEHR NUCLEAR POWER PLANT (BNPP) |
20,000 ریال |
|
20,000 ریال |
|
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