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× |
 |
STRUCTURAL SEISMIC ASSESSMENT OF THE KASHAN HISTORICAL BAZAAR CONSIDERING THE SOIL-STRUCTURE INTERACTION |
30,000 ریال |
|
30,000 ریال |
|
× |
|
THE IMPORTANCE OF RECORD SELECTION IN SEISMIC RESPONSE OF SECONDARY SYSTEMS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SOURCE PARAMETERS OF THE 2005 ZARAND EARTHQUAKE IN KERMAN PROVINCE |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ANALYSIS OF FEATURE OF RECENT SEISMICITY IN VLORA-ELBASANI-DIBRA SEISMOGENIC ZONE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN ENERGY-BASED DAMAGE DETECTION ALGORITHM BASED ON MODAL DATA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
AN INVESTIGATION OF SEISMIC BEHAVIOR OF SEGMENTAL TUNNEL LINING USING 1G SHAKING TABLE TESTS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE SELENA–RISE OPEN RISK PACKAGE – TOWARDS THE NEXT GENERATION OF ELE SOFTWARE |
0 ریال |
|
0 ریال |
|
× |
|
SOME LESSONS FROM THE SARPOLE-ZAHAB EARTHQUAKE OF NOVEMBER 2017 |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ANAR: A NEW INSIGHT INTO EARLY WARNING SYSTEM FOR DECLINING THE DELAY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
STABILITY ANALYSIS OF ARCH DAM ABUTMENTS DUE TO VERTICAL SEISMIC EXCITATIONS |
30,000 ریال |
|
30,000 ریال |
|
× |
|
THE IMPACT OF FLANGE DIMENSIONS OF VERTICAL LINK BEAM ON ITS SEISMIC PERFORMANCE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SELECTION OF GROUND MOTION PREDICTION EQUATIONS FOR SEISMIC HAZARD ANALYSES IN MAKRAN REGION, IRAN |
30,000 ریال |
|
30,000 ریال |
|
× |
|
SEISMOTECTONIC AND CRUSTAL STRUCTURE IN THE CENTRAL IRAN |
30,000 ریال |
|
30,000 ریال |
|
× |
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SEISMIC PERFORMANCE OF MOMENT-RESISTING STEEL STRUCTURES WITH SLIT-FRICTION HYBRID DAMPER |
30,000 ریال |
|
30,000 ریال |
|
× |
|
AN INVESTIGATION ON THE TORSIONAL EFFECTS OF ASYMMETRICALLY DISTRIBUTED SHEAR WALLS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
Seismic retrofit of defective exterior RC ceiling-column |
30,000 ریال |
|
30,000 ریال |
|
× |
|
SITE RESPONSE VARIATIONS BY GROUND IMPROVEMENT |
30,000 ریال |
|
30,000 ریال |
|
× |
|
ANALOGY OF RIGID BLOCK ROCKING PHENOMENON UNDER GROUND MOTIONS RELATED TO DIFFERENT SOIL TYPES |
0 ریال |
|
0 ریال |
|
× |
|
AN INVESTIGATION ON THE EFFECT OF SLIP VELOCITY OF FAULT ON ITS PROPAGATION THROUGH SOIL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC PERFORMANCE OF FACADE MASS ISOLATION SYSTEM IN TALL BUILDINGS |
30,000 ریال |
|
30,000 ریال |
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