|
× |
 |
RELIABILTY BASED TOPOLOGY OPTIMIZATION FOR THE SEISMIC DESIGN OF TRUSS-LIKE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DIVIDING THE SKELETON OF REGULAR CONCRETE STRUCTURE BUILDINGS INTO INTERACTIVE PARTS AND USING DAMPERS BETWEEN THEM IN ORDER TO REDUCE THE SEISMIC RESPONSE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NONLINEAR DYNAMIC ANALYSIS OF THE LINK BEAM OF NEAR-FIELD EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
TECHNICAL CONSIDERATIONS IN DEVELOPING THE FIRST EMRGENCY OPERATION CENTER (EOC) OF IRAN IN TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EXPERIMENTAL STUDIES ON A NEW VISCOUS DAMPER AND DETERMINATION OF ITS MECHANICAL PROPERTIES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MID-RISE AND HIGH-RISE BUILDING REQUIREMENTS FROM THE PERSPECTIVE OF SEISMIC RISK REDUCTION MANAGEMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARING NONLINEAR TIME HYSTORY AND NONLINEAR STATIC ANALYSIS OF RC STRUCTURES WITH VERTICAL MASS IRREGULARITY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC PERFORMANCE EVALUATION OF RC SHEAR WALLS WITH IRREGULAR OPENING |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF ESSENTIAL STRUCTURES PERFORMANCE UNDER MAINSHOCK-AFTERSHOCKS SEQUENCE-TYPE GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A TYPE OF UPLIFT RESTRAINER FOR THE OPRCB ISOLATORS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SHAKE TABLE TESTS ON THE STEEL FLUID STORAGE TANK MODELS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COMPARING THE SHEAR STIFFNESS OF CALCAREOUS AND SILICATE SANDS UNDER DYNAMIC AND CYCLIC STRAINING |
20,000 ریال |
|
20,000 ریال |
|
|
