|
× |
 |
MEASURING RESILIENCE AND RECOVERY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IONOSPHERIC ANOMALIES DETECTED OF SHIRAZ EARTHQUAKE USING WAVELET TRANSFORM |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EARTHQUAKE AND CRACK GROWTH PATH IN THE ROCK MASSES UNDER SHEAR LOADING |
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 |
|
× |
|
PERFORMANCE STUDY OF CONCRETE STRUCTURES OF HOSPITALS IN KERMAN, IRAN |
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 |
|
× |
|
FAULT RUPTURE PROPAGATION THROUGH ZONED EMBANKMENT DAMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVEMENT OF LIQUEFACTION RESISTANCE OF SAND BY CEMENTATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ANALYSIS OF TWO-DIMENSIONAL ELASTODYNAMICS PROBLEMS USING THE NOVEL SCALED BOUNDARY BASED DECOUPLED EQUATIONS METHOD |
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 |
|
× |
|
ESTIMATION OF R FACTOR FOR MDOF SYSTEMS UNDER NEAR FIELD MOTIONS WITH FORWARD DIRECTIVITY EFFECT: MODIFICATION FACTORS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
FACTORS AFFECTING SURVIVAL IN TSUNAMI EVACUATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
GEOMETRICAL INTERPRETATION OF PLATE MOTIONS IN JAPAN DURING JUNE 2008 AND MARCH 2011 EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
|
|
