× |
|
ANAR: A NEW INSIGHT INTO EARLY WARNING SYSTEM FOR DECLINING THE DELAY |
20,000 ریال |
|
20,000 ریال |
× |
|
DYNAMIC SOIL-STRUCTURE INTERACTION OF MODERN WIND TURBINES |
20,000 ریال |
|
20,000 ریال |
× |
|
ON THE BEHAVIOR OF THE STEEL PLATE SHEAR WALLS WITH UNEQUAL COLUMNS |
20,000 ریال |
|
20,000 ریال |
× |
|
THE EFFECT OF LONG-TERM CORROSION ON DYNAMIC BEHAVIOUR OF UNANCHORED STEEL CYLINDRICAL TANKS |
20,000 ریال |
|
20,000 ریال |
× |
|
ADDITION OF CONCRETE SHEAR WALLS; A TYPICAL RETROFITTING METHOD FOR MASONRY BUILDINGS |
20,000 ریال |
|
20,000 ریال |
× |
|
PARAMETRIC STUDY OF THE BEHAVIOR OF CONCRETE BLOCK QUAY WALLS PORT PARS PETROCHEMICAL UNDER NEAR-FIELD EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
× |
|
SEISMIC RESPONSE OF MASS ISOLATION STRUCTUES CONNECTED WITH VISCOUS AND FRICTION DAMPERS |
20,000 ریال |
|
20,000 ریال |
× |
|
AN ELASTOPLASTIC BOUNDING SURFACE MODEL FOR FIBROUS FINE-GRAINED SOILS |
20,000 ریال |
|
20,000 ریال |
× |
|
COMPARISON OF DUAL SCALING WITH AMPLITUDE SCALING OF EARTHQUAKE RECORDS FOR TIME HISTORY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
× |
|
EVALUATE THE SEISMIC PERFORMANCE OF HYBRID BEAMS IN SHEAR WALLS WITH OPENINGS |
20,000 ریال |
|
20,000 ریال |
× |
|
EVALUATION OF DECONSTRUCTION, RECONSTRUCTION AND RETROFITTING NATIONAL PLAN FOR SCHOOLS |
20,000 ریال |
|
20,000 ریال |
× |
|
INVESTIGATION OF DYNAMIC RESPONSE OF BRIDGES UNDER MOVING MASS |
20,000 ریال |
|
20,000 ریال |
× |
|
AFTERSHOCK DECAY RATES IN THE ZAGROS AND PROBABILISTIC SEISMIC AFTERSHOCK HAZARD ANALYSIS OF THE 2013 APRIL 9 SHONBE (BUSHEHR) EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
× |
|
ON THE PERFORMANCE OF A CONVERGENCE-BASED TIME INTEGRATION ACCELERATION TECHNIQUE IN ANALYSIS OF BRIDGES UNDER MULTIPLE-SUPPORT EXCITATION |
20,000 ریال |
|
20,000 ریال |
× |
|
APPLYING VALUE ANALYSIS IN DESIGN OF ISOLATED STRUCTURES |
20,000 ریال |
|
20,000 ریال |
× |
|
STRUCTURAL DAMAGE DETECTION USING BASIS PURSUIT AND EARTHQUAKE TIME HISTORY ANALYSIS |
20,000 ریال |
|
20,000 ریال |
× |
|
COMPARING NONLINEAR BEHAVIOR OF TRF AND EBF LATERAL RESISTANT SYSTEMS UNDER CYCLIC LOADING |
20,000 ریال |
|
20,000 ریال |
× |
|
A TYPE OF UPLIFT RESTRAINER FOR THE OPRCB ISOLATORS |
20,000 ریال |
|
20,000 ریال |
× |
|
ESTIMATION OF SEISMIC RISK IN TEHRAN METROPOLITAN |
20,000 ریال |
|
20,000 ریال |
× |
|
AN INTRODUCTION OF URBAN DESIGN AS A TOOL FOR DISASTER RESILIENCE |
20,000 ریال |
|
20,000 ریال |
× |
|
LITHOSPHERIC STRUCTURE OF NORTH ZAGROS USING JOINT INVERSION OF RECEIVER FUNCTION AND SURFACE WAVE DISPERSION |
20,000 ریال |
|
20,000 ریال |
× |
|
ECCENTRICALLY KNEE BRACING: IMPROVEMENT IN SEISMIC DESIGN AND BEHAVIOR OF STEEL FRAMES |
20,000 ریال |
|
20,000 ریال |
|