|
× |
 |
EFFECT(S) OF LOWER CRUST FLOW AND RECENT TECTONIC ACTIVITIES IN ZAGROS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
DAMAGE ESTIMATION OF 3-STORY STEEL BRACED FRAME WITH KHORJINI CONNECTIONS AND INFILL WALLS FOR TEHRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NUMERICAL MODELING OF REVERSE FAULT RUPTUTE EFFECTS ON LIFELINE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
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 |
|
× |
|
DECENTRALIZED SEMI-ACTIVE SEISMIC CONTROL USING FUZZY CONTROLLER |
20,000 ریال |
|
20,000 ریال |
|
× |
|
CONSIDERING THE EFFECT OF VERTICAL GROUND MOTION IN NONLINEAR STATIC PROCEDURE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SIMULATION OF LATERAL SPREADING OF GENTLY SLOPING LIQUEFIED GROUND |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SOIL CATEGORY EFFECTS ON THE DISPLACEMENT AMPLIFICATION FACTOR ( CD) OF OUTRIGGER BRACED STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
MITIGATION OF SEISMIC RESPONSE OF SLOPE-TYPE OPOGRAPHIES USING SEISMIC ISOLATION |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PERFORMANCE ASSESSMENT OF POWER DISTRIBUTION NETWORK IN 2013 BUSHEHR, IRAN EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SELF-CENTERING CAPABILITY OF SHAPE MEMORY ALLOY (SMA)-BASED SUPERELASTICITY-ASSISTED SLIDER (SSS) |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC PERFORMANCE OF STEEL TALL BUILDINGS WITH OUTRIGGER SYSTEM IN NEAR FAULT ZONES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC EVALUATION OF STEEL DUAL SYSTEMS AGAINST ARTIFICIAL EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
|
|
