× |
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EFFECT(S) OF LOWER CRUST FLOW AND RECENT TECTONIC ACTIVITIES IN ZAGROS |
20,000 ریال |
|
20,000 ریال |
× |
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DAMAGE ESTIMATION OF 3-STORY STEEL BRACED FRAME WITH KHORJINI CONNECTIONS AND INFILL WALLS FOR TEHRAN |
20,000 ریال |
|
20,000 ریال |
× |
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NUMERICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE |
20,000 ریال |
|
20,000 ریال |
× |
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CONSIDERATION OF SOIL-STRUCTURE INTERACTION IN SEISMIC ANALYZING OF STEEL STRUCTURES BY USING OF HYBRID DAMPER – ACTUATOR BRACING CONTROL (HDABC) SYSTEM |
20,000 ریال |
|
20,000 ریال |
× |
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DECENTRALIZED SEMI-ACTIVE SEISMIC CONTROL USING FUZZY CONTROLLER |
20,000 ریال |
|
20,000 ریال |
× |
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CONSIDERING THE EFFECT OF VERTICAL GROUND MOTION IN NONLINEAR STATIC PROCEDURE |
20,000 ریال |
|
20,000 ریال |
× |
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SIMULATION OF LATERAL SPREADING OF GENTLY SLOPING LIQUEFIED GROUND |
20,000 ریال |
|
20,000 ریال |
× |
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SOIL CATEGORY EFFECTS ON THE DISPLACEMENT AMPLIFICATION FACTOR ( CD) OF OUTRIGGER BRACED STRUCTURES |
20,000 ریال |
|
20,000 ریال |
× |
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MITIGATION OF SEISMIC RESPONSE OF SLOPE-TYPE OPOGRAPHIES USING SEISMIC ISOLATION |
20,000 ریال |
|
20,000 ریال |
× |
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PERFORMANCE ASSESSMENT OF POWER DISTRIBUTION NETWORK IN 2013 BUSHEHR, IRAN EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
× |
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SELF-CENTERING CAPABILITY OF SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS) |
20,000 ریال |
|
20,000 ریال |
× |
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SEISMIC PERFORMANCE OF STEEL TALL BUILDINGS WITH OUTRIGGER SYSTEM IN NEAR FAULT ZONES |
20,000 ریال |
|
20,000 ریال |
× |
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SEISMIC EVALUATION OF STEEL DUAL SYSTEMS AGAINST ARTIFICIAL EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
× |
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ANALYSIS OF RC STRUCTURES CONSIDERING REBARS CORROSION |
20,000 ریال |
|
20,000 ریال |
× |
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DEVELOPMENT OF OUTRIGGER CONCEPT IN SPECIAL PLATE SHEAR WALLS STRUCTURAL SYSTEMS FOR TALL BUILDINGS |
20,000 ریال |
|
20,000 ریال |
× |
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LABORATORY BEHAVIOR EVALUATION OF REINFORCED SELF-COMPACTING CONCRETE BEAMS CONTAINING STEEL FIBER UNDER QUASI STATIC CYCLIC LOADING |
20,000 ریال |
|
20,000 ریال |
× |
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ANALYTICAL STUDY ON COMPOSITE STEEL PLATE WALLS USING A MODIFIED STRIP MODEL |
20,000 ریال |
|
20,000 ریال |
× |
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EXPERIMENTAL STUDIES ON A NEW VISCOUS DAMPER AND DETERMINATION OF ITS MECHANICAL PROPERTIES |
20,000 ریال |
|
20,000 ریال |
× |
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A NEW GMPE FOR IRAN PLATEAU BY EMPLOYING LIKELIHOOD ALGORITHMS |
20,000 ریال |
|
20,000 ریال |
× |
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DEVELOPINGCRITERIA FOR LOCATING HOSPITALS IN EARTHQUAKE PRONE URBANFABRICS BASED ON PHYSICAL AND SOCIAL PARAMETERS |
20,000 ریال |
|
20,000 ریال |
× |
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EVALUATING PERFORMANCE OF AN IRREGULAR REINFORCEMENT CONCRETE TRUCTURE DESIGNED BASED ON THIRD EDITION 2800 STANDARD CRITERIA |
20,000 ریال |
|
20,000 ریال |
× |
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RARID ESTIMATION OF EPICENTARL DISTANCE USING INITIAL PORTION OF P-WAVE |
20,000 ریال |
|
20,000 ریال |
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