× |
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THE IMPACT OF FLANGE DIMENSIONS OF VERTICAL LINK BEAM ON ITS SEISMIC PERFORMANCE |
20,000 ریال |
|
20,000 ریال |
× |
|
INFLUENCE OF UNDERGROUND CAVITY ON THE SEISMIC RESPONSE OF U-SHAPED CANYON USING BEM |
20,000 ریال |
|
20,000 ریال |
× |
|
LONG-TERM EARTHQUAKE FORECAST FOR IRAN |
20,000 ریال |
|
20,000 ریال |
× |
|
EMERGENCY EVACUATION OF SUBWAY STATIONS DURING A DISASTER, STUDY CASE: “STATION 5 OF TURO” |
20,000 ریال |
|
20,000 ریال |
× |
|
THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES |
20,000 ریال |
|
20,000 ریال |
× |
|
ASSESSMENT PROGRESSIVE COLLAPSE IN CONCRETE STRUCTURES |
20,000 ریال |
|
20,000 ریال |
× |
|
CHARACTERISTIC EARTHQUAKE HAZARD IN TEHRAN REGION |
20,000 ریال |
|
20,000 ریال |
× |
|
SEISMIC ASSESSMENT OF BASE-ISOLATED BUILDINGS UNDER THE EFFECT OF NEAR-FAULT EARTHQUAKES |
20,000 ریال |
|
20,000 ریال |
× |
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EXPERIMENTAL ANALYSIS OF GROUND VIBRATION DUE TO TAPERED PILES DRIVING |
20,000 ریال |
|
20,000 ریال |
× |
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ASSESSMENT OF THE RELATIONSHIP- SOCIAL CAPITAL PREPAREDNESS OF SIRJAN HOUSEHOLDES TO EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
× |
|
A TYPE OF UPLIFT RESTRAINER FOR THE OPRCB ISOLATORS |
20,000 ریال |
|
20,000 ریال |
× |
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THE EFFECT OF SOIL PERMEABILITY ON THE LIQUEFACTION BEHAVIOR OF SAND SUBJECTED TO CYCLIC LOADING |
20,000 ریال |
|
20,000 ریال |
× |
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PARAMETRIC STUDY OF THE BEHAVIOR OF CONCRETE BLOCK QUAY WALLS PORT PARS PETROCHEMICAL UNDER NEAR-FIELD EARTHQUAKE |
20,000 ریال |
|
20,000 ریال |
× |
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COMPARISON OF THE BEHAVIOR OF THE MASONRY INFILLED FRAMES SUBJECTED TO DISTRIBUTED AND CONCENTRATED LOADING |
20,000 ریال |
|
20,000 ریال |
× |
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ESTIMATION OF SEISMIC RISK IN TEHRAN METROPOLITAN |
20,000 ریال |
|
20,000 ریال |
× |
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THE EFFECT OF LONG-TERM CORROSION ON DYNAMIC BEHAVIOUR OF UNANCHORED STEEL CYLINDRICAL TANKS |
20,000 ریال |
|
20,000 ریال |
× |
|
ASSESS THE DAMAGE AND LOSSES CAUSED BY THE ARTHQUAKE OF AHAR, HARRIS AND VARZEQHAN AND REVIEWS THE WORK DONE IN THE FIELD OF CRISIS MANAGEMENT |
20,000 ریال |
|
20,000 ریال |
× |
|
AN INVESTIGATION OF ECCENTRICALLY BRACED FRAMES WITH DIFFERENT GEOMETRICAL PATTERNS |
20,000 ریال |
|
20,000 ریال |
× |
|
ON THE BEHAVIOR OF THE STEEL PLATE SHEAR WALLS WITH UNEQUAL COLUMNS |
20,000 ریال |
|
20,000 ریال |
× |
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EFFECTS OF FLING STEP AND FORWARD DIRECTIVITY ON SEISMIC RESPONSES OF SOIL SITES |
20,000 ریال |
|
20,000 ریال |
|