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× |
 |
EFFECT OF NEAR AND FAR FIELD EARTHQUAKES ON RAND CR RATIOS – CONSTANT DUCTILITY CONCEPT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THREE SPAN ARCH STONE BRIDGE IN DRODGARAN UNDER EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
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EVALUATION OF THE EFFECT OF PGV/PGA RATIO OF STRONG GROUND MOTIONS ON RESPONSES OF SOIL STRUCTURE SDOF SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
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SEISMICASSESSMENT OF STEEL FRAMES WITH DIFFERENT RESISTING SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ON THE SEISMIC PERFORMANCE EVALUATION OF OUTRIGGER AND BELT TRUSS SYSTEMS FOR STEEL HIGH-RISE BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
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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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DAMAGE DETECTION IN 4-STORY STEEL BRACED FRAMES USING RESIDUAL FORCES BASED ON WAVELET TRANSFORM |
20,000 ریال |
|
20,000 ریال |
|
× |
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INTRODUCING A NEW TUNED MASS DAMPER SYSTEM |
20,000 ریال |
|
20,000 ریال |
|
× |
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THREE-DIMENSIONAL INVESTIGATION OF ORTHOGONAL PAIRS OF ROLLERS ON CONCAVE BED (OPRCB) SEISMIC ISOLATOR |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NUMERICAL SIMULATION AND DYNAMIC ANALYSIS OF THE CONCRETE DIAPHRAGM WALL |
20,000 ریال |
|
20,000 ریال |
|
× |
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EFFECT OF CANYON SHAPED TOPOGRAPHIC FEATURES ON SOIL LIQUEFACTION POTENTIA |
20,000 ریال |
|
20,000 ریال |
|
× |
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SHAKE TABLE TESTS ON THE STEEL FLUID STORAGE TANK MODELS |
20,000 ریال |
|
20,000 ریال |
|
× |
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SINGLE GRAIN OSL DATING OF MIAM QANAT SYSTEM IN NE IRAN AND SLIP RATE DETERMINATION OF DASHTEBAYAZE FAULT |
20,000 ریال |
|
20,000 ریال |
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