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× |
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MEASURING RESILIENCE AND RECOVERY |
20,000 ریال |
|
20,000 ریال |
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× |
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THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES |
20,000 ریال |
|
20,000 ریال |
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× |
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SETTLEMENT OF SHALLOW FOOTING RESTED ON LIQUEFIABLE SAND: PHYSICAL MODELING |
20,000 ریال |
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20,000 ریال |
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× |
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IONOSPHERIC ANOMALIES DETECTED OF SHIRAZ EARTHQUAKE USING WAVELET TRANSFORM |
20,000 ریال |
|
20,000 ریال |
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× |
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EARTHQUAKE AND CRACK GROWTH PATH IN THE ROCK MASSES UNDER SHEAR LOADING |
20,000 ریال |
|
20,000 ریال |
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× |
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COMPARING RESPONSE MODIFICATION FACTORS OF T-SHAPE RESISTANT FRAME WITH ECCENTRICALLY BRACED FRAME |
20,000 ریال |
|
20,000 ریال |
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× |
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EVALUATION OF THREE SPAN ARCH STONE BRIDGE IN DRODGARAN UNDER EARTHQUAKE |
20,000 ریال |
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20,000 ریال |
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× |
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PERFORMANCE STUDY OF CONCRETE STRUCTURES OF HOSPITALS IN KERMAN, IRAN |
20,000 ریال |
|
20,000 ریال |
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× |
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ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF LOW-RISE MOMENT-RESISTING FRAME BUILDINGS |
20,000 ریال |
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20,000 ریال |
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× |
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FAULT RUPTURE PROPAGATION THROUGH ZONED EMBANKMENT DAMS |
20,000 ریال |
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20,000 ریال |
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× |
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IMPROVEMENT OF LIQUEFACTION RESISTANCE OF SAND BY CEMENTATION |
20,000 ریال |
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20,000 ریال |
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× |
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ANALYSIS OF TWO-DIMENSIONAL ELASTODYNAMICS PROBLEMS USING THE NOVEL SCALED BOUNDARY BASED DECOUPLED EQUATIONS METHOD |
20,000 ریال |
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20,000 ریال |
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× |
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VERTICAL GROUND MOTION PREDICTION EQUATIONS FOR GA AND PSA IN ALBORZ-AZERBAIJAN, IRAN |
20,000 ریال |
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20,000 ریال |
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