|
× |
 |
DESIGN AND IMPLEMENTATION OF A SLIDING MODE CONTROLLER FOR A SEISMIC SHAKE TABLE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARING RESPONSE MODIFICATION FACTORS OF T-SHAPE RESISTANT FRAME WITH ECCENTRICALLY BRACED FRAME |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THREE SPAN ARCH STONE BRIDGE IN DRODGARAN UNDER EARTHQUAKE |
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 |
|
× |
|
IMPROVEMENT OF LIQUEFACTION RESISTANCE OF SAND BY CEMENTATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATION OF R FACTOR FOR MDOF SYSTEMS UNDER NEAR FIELD MOTIONS WITH FORWARD DIRECTIVITY EFFECT: MODIFICATION FACTORS |
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 |
|
× |
|
FACTORS AFFECTING SURVIVAL IN TSUNAMI EVACUATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATION OF STEEL MRFS STRENGTH REDUCTION FACTOR (BEHAVIOR FACTOR) BY IMPLEMENTING DIFFERENT CONVENTIONAL AND ADVANCED NONLINEAR STATIC ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MUTUAL EFFECTS OF UPLIFT AND SOIL-STRUCTURE INTERACTION ON NONLINEAR DYNAMIC RESPONSES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ADDITION OF CONCRETE SHEAR WALLS; A TYPICAL RETROFITTING METHOD FOR MASONRY BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF CANYON SHAPED TOPOGRAPHIC FEATURES ON SOIL LIQUEFACTION POTENTIA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ESTIMATING MAXIMUM POUNDING FORCE BETWEEN TWO ADJACENT STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
|
