|
× |
 |
IMPROVEMENT OF SITE RESPONSE USING CEEMD METHOD AND COMPARED WITH EMD AND FOURIER ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC FRAGILITY ESTIMATION UNDER ORTHOGONAL EARTHQUAKE EXCITATIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC ASSESSMENT AND RETROFIT OF BUILDINGS THROUGH BASE ISOLATION AND ENERGY DISSIPATION: EXAMPLES IN ITALY AND IN IRAN |
0 ریال |
|
0 ریال |
|
× |
|
COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF SEISMIC PARAMETERS OF AZERBAIJAN REGION, USING GENERALIZED INVERSION METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF DIRECTIVITY EFFECT ON SITE SPECIFIC SPECTRA: A CASE STUDY OF NORTHERN COASTAL SITES OF IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ECCENTRICALLY KNEE BRACING: IMPROVEMENT IN SEISMIC DESIGN AND BEHAVIOR OF STEEL FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATING SHEAR STRENGTH OF RC INTERIOR WIDE BEAM-COLUMN JOINTS UNDER SEISMIC ACTION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF LOCAL SOIL CONDITIONS ON GROUND SURFACE RESPONSES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MITIGATION OF SEISMIC RESPONSE OF SLOPE-TYPE OPOGRAPHIES USING SEISMIC ISOLATION |
20,000 ریال |
|
20,000 ریال |
|
|
