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× |
 |
EFFECTS OF MASS OF FOUNDATION ON SEISMIC RESPONSE OF GRAVITY DAMS UNDEAR NEAR-FAULT GROUND MOTION EXCITATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NONLINEAR BEHAVIOR OF RC FRAMES STRENGTHENED WITH STEEL GUSSET PLATES AND CURBS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN ANALYTICAL MODEL FOR STEEL SHEAR WALL STRENGTHENED WITH CFRP USING COMPOSITE THEORY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A NEW VERTICAL SEISMOMETER BASED ON THE MOIRE TECHNIQUE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A PROCEDURE FOR HARMONIZING DESIGN BASED ON STANDARD 2800 AND SEISMIC EVALUATION OF DOCUMENT 360 |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC BEHAVIOUR OF TRIANGULAR ALLUVIAL VALLEYS SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV WAVES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CORRECTION FACTORS INCLUDING NONCLASSICAL NATURE OF SOIL- STRUCTURE INTERACTION SPECTRAL ANALYSIS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NONLINEAR SEISMIC ANALYSIS OF STEEL TANKS UNDER HORIZONTAL AND VERTICAL BASE EXCITATIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC ANALYSIS OF CONCRETE RECTANGULAR CONTAINERS ISOLATED BY DIFFERENT ISOLATION SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECTS OF SOIL-STRUCTURE INTRACTION ON THE SEISMIC RESPONSE OF EXISTING BRACED STEEL FRAMES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A NEW OPTICAL METHOD FOR DETECTING SEISMIC VIBRATIONS |
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 |
|
× |
|
RELIABILTY BASED TOPOLOGY OPTIMIZATION FOR THE SEISMIC DESIGN OF TRUSS-LIKE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SOFTWARE STUDY AND COMPARISON SITE RESPONSE ANALYSIS RESULTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF UNSATURATED SOIL RESPONSE UNDER SEISMIC LOADING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN EXPERIMENTAL STUDY OF DEFECT’S EFFECTS IN DETAILING ON THE AXIAL CAPACITY OF EXISTING CONCRETE COLUMNS |
20,000 ریال |
|
20,000 ریال |
|
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