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OPTIMAL SEISMIC DESIGN OF STEEL MOMENT RESISTING FRAMES |
20,000 ریال |
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20,000 ریال |
× |
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ASSESSING BUILDINGS VULNERABILITY METHODS AGAINST EARTHQUAKE (QUALITATIVE AND ATC METHODS) |
20,000 ریال |
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20,000 ریال |
× |
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EVALUATION OF EFFECTIVE PARAMETERS ON SEISMIC BEHAVIOR OF STEEL BRACED FRAME WITH CONTROLLED ROCKING APPROACH |
20,000 ریال |
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20,000 ریال |
× |
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INVESTIGATION ON THE EFFECT OF LATERAL SPREADING ON THE LONGITUDINALLY BURIED PIPELINES USING 1G SHAKING TABLE TESTS |
20,000 ریال |
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20,000 ریال |
× |
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THE EFFECTS OF SOIL THICKNESS ON REVERSE FAULT RUPTURE PROPAGATION |
20,000 ریال |
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20,000 ریال |
× |
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ECONOMIC AND MANAGEMENT SURVEYING AND COMPARISON OF SOIL IMPROVEMENT METHODS |
20,000 ریال |
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20,000 ریال |
× |
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SEISMIC EVALUATION OF RC FRAMES USING DISPLACEMENT-BASED ADAPTIVE PUSHOVER METHOD |
20,000 ریال |
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20,000 ریال |
× |
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AN INVESTIGATION OF SEISMIC BEHAVIOR OF SEGMENTAL TUNNEL LINING USING 1G SHAKING TABLE TESTS |
20,000 ریال |
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20,000 ریال |
× |
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ANALYSIS OF TWO-DIMENSIONAL ELASTODYNAMICS PROBLEMS USING THE NOVEL SCALED BOUNDARY BASED DECOUPLED EQUATIONS METHOD |
20,000 ریال |
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20,000 ریال |
× |
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APPLYING COMMUNICATIVE-PERSUASIVE THEORIES IN PROMOTING EARTHQUAKES SAFETY CULTURE |
20,000 ریال |
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20,000 ریال |
× |
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STRUCTURAL MATURITY OF BLIND FAULTS IN ZAGROS FOLD AND THRUST BELT |
20,000 ریال |
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20,000 ریال |
× |
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HYBRID PRECAST CONCRETE SOLID SHEAR WALLS FOR SEISMIC REGIONS |
20,000 ریال |
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20,000 ریال |
× |
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ANALYSIS OF RC STRUCTURES CONSIDERING REBARS CORROSION |
20,000 ریال |
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20,000 ریال |
× |
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SELF-CENTERING CAPABILITY OF SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS) |
20,000 ریال |
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20,000 ریال |
× |
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MODELING OF RECOVERY RATE OF INFRASTRUCTURE SYSTEM USING THE COVARIATE BASED MODEL |
20,000 ریال |
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20,000 ریال |
× |
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EARTHQUAKE RISK MANAGEMENT USING NANOTECHNOLOGIES: A STUDY ON CENTRAL PART OF METROPOLITAN TEHRAN |
20,000 ریال |
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20,000 ریال |
× |
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DECENTRALIZED SEMI-ACTIVE SEISMIC CONTROL USING FUZZY CONTROLLER |
20,000 ریال |
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20,000 ریال |
× |
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VELOCITY STRUCTURE IMAGING BY INVERSIONS OF RAYLEIGH WAVE ELLIPTICITY APPLICATION TO THE ARAK CITY, IRAN |
20,000 ریال |
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20,000 ریال |
× |
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MID-RISE AND HIGH-RISE BUILDING REQUIREMENTS FROM THE PERSPECTIVE OF SEISMIC RISK REDUCTION MANAGEMENT |
20,000 ریال |
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20,000 ریال |
× |
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EXPERIMENTAL EVALUATION OF CODE PROVISIONS FOR HYDRODYNAMIC WALL PRESSURE OF A RECTANGULAR STORAGE TANK |
20,000 ریال |
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20,000 ریال |
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