|
× |
 |
CODA WAVES APPLICATION IN OBTAINING THE PATH AND SOURCE EFFECTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
STABILITY OF MICROTREMORS FOR SOME SELECTED SITES IN TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
COLLAPSE CAPACITY ASSESSMENT OF REGULAR TALL BUILDINGS UNDER PULSE LIKE NEAR FIELD GROUND MOTIONS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
ON THE IMPORTANCE OF PARAMETERS UNCERTAINTY IN SEISMIC PERFORMANCE OF GEOTECNICAL SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
FRAGILITY-BASED SEISMIC ASSESSMENT OF IRANIAN RC BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EVALUATION OF THE MODIFICATION FACTOR OF INFILLS ACCEPTANCE CRITERIA (LINEAR ANALYSIS) WITH STEEL AND CONCRETE SURROUNDED FRAMES,BASED ON EXPERIMENTAL RESULTS |
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 |
|
× |
|
THE UPLİFTİNG BEHAVİOR OF SHALLOW BURİED PİPELİNES WİTHİN THE LİQUEfiABLE SOİLS UNDER CYCLİC LOADİNGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
STABILITY ASSESSMENT OF THE GMPES FOR IRANIAN GROUND MOTION DATABASE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PROBABILISTIC DEMAND ASSESSMENT OF SEISMIC BASE-ISOLATED STRUCTURES IN IMMEDIATE OCCUPANCY PERFORMANCE LEVEL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CALCULATION OF LATERAL LOAD ON BUILDING BASED ON ENERGY METHOD |
20,000 ریال |
|
20,000 ریال |
|
× |
|
RISK MANAGEMENT FOR CULTURAL HERITAGE SITES IN ITALY: THE CASE OF THE UNESCO SITE PORTOVENERE, CINQUE TERRE AND THE ISLANDS (PALMARIA, TINO AND TINETTO) |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC ASSESSMENT OF POLYETHYLENE PIPELINES UNDER LANDSLIDE |
20,000 ریال |
|
20,000 ریال |
|
|
