|
× |
 |
COMPARING THE SHEAR STIFFNESS OF CALCAREOUS AND SILICATE SANDS UNDER DYNAMIC AND CYCLIC STRAINING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
INVESTIGATION OF DYNAMIC RESPONSE OF BRIDGES UNDER MOVING MASS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NON-LINEAR STUDY OF BASE SHEAR AND MOMENT OF COMPOSITE COLUMNS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EXPERIMENTAL INVESTIGATION OF PERFORATING MASONRY BRICK WALLS IN CENTER CORE REHABILITATION METHOD; DEVELOPMENT OF TECHNIQUES AND EQUIPMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A GROUND MOTION PREDICTION EQUATION FOR CAV IN ZAGROS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DYNAMIC EQUATIONS OF BIDIRECTIONAL MOTION OF THE UPLIFT-RESTRAINED OPRCB ISOLATOR |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE ROLE OF TOPOGRAPHIC AMPLIFICATION IN SEISMIC SLOPE INSTABILITIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
RELIABILITY EVALUATION OF ENGINEERING DEMAND PARAMETERS BASED ON THE LENGTH OF SEISMIC LINKS IN ECCENTRICALLY BRACED FRAMES |
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 |
|
× |
|
THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS) |
20,000 ریال |
|
20,000 ریال |
|
|
