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ترتیب محصولات: پیش فرض

برای مرتب سازی به صورت صعودی کلیک کنید

نمایش 15 محصول در هر صفحه

THE EFFECT OF DIFFERENT PARAMETERS ON A SINGLE INVARIANT LATERAL FORCE DISTRIBUTION TO CONSIDER THE HIGHER MODES EFFECT IN A PUSHOVER PROCEDURE
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF FOUNDATION ADJACANCY ON SEISMIC INPUT MOTIONS: THE CASE OF TWO STRIP EMBEDED FOUNDATIONS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF LONG-TERM CORROSION ON DYNAMIC BEHAVIOUR OF UNANCHORED STEEL CYLINDRICAL TANKS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF MASONRY INFILLS ON THE PERFORMANCE OF LOW- AND MID-RISE STEEL BUILDINGS WITH MOMENT-RESISTING FRAMES
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF MULTI LAYERS OF CFRP ON LOADING CAPACITY OF STRENGTHENED REINFORCED CONCRETE BEAMS BY EBROG METHOD AND COMPARING IT USING ONE LAYER OF AFRP
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF SOIL PERMEABILITY ON THE LIQUEFACTION BEHAVIOR OF SAND SUBJECTED TO CYCLIC LOADING
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF SOIL PROPERTIES UNCERTAINTY ON THE GROUND MOTIONS INTENSITY
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF SOURCE DISTANCE IN DETERMINATION OF SITE-SPECIFIC HAZARD SPECTRUM
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECTS OF LOCAL SOIL CONDITIONS ON THE CHARACTERISTICS OF NEAR-FAULT DIRECTIVITY PULSE
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
THE EFFECTS OF NEAR-FIELD AND FAR-FIELD MULTIPLE EARTHQUAKES ON SINGLE STORY RC FRAMES
20,000 ریال
افزودن به سبد خرید نمایش جزئیات

THE EFFECT OF DIFFERENT PARAMETERS ON A SINGLE INVARIANT LATERAL FORCE DISTRIBUTION TO CONSIDER THE HIGHER MODES EFFECT IN A PUSHOVER PROCEDURE

THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT

THE EFFECT OF FOUNDATION ADJACANCY ON SEISMIC INPUT MOTIONS: THE CASE OF TWO STRIP EMBEDED FOUNDATIONS

THE EFFECT OF LONG-TERM CORROSION ON DYNAMIC BEHAVIOUR OF UNANCHORED STEEL CYLINDRICAL TANKS

THE EFFECT OF MASONRY INFILLS ON SEISMIC RESPONSE OF RC STRUCTURES

THE EFFECT OF MASONRY INFILLS ON THE PERFORMANCE OF LOW- AND MID-RISE STEEL BUILDINGS WITH MOMENT-RESISTING FRAMES

THE EFFECT OF MULTI LAYERS OF CFRP ON LOADING CAPACITY OF STRENGTHENED REINFORCED CONCRETE BEAMS BY EBROG METHOD AND COMPARING IT USING ONE LAYER OF AFRP

THE EFFECT OF PANEL ZONE ON SEISMIC BEHAVIOR OF STEEL MOMENT RESISTING FRAME IN THE NEAR AND FAR SOURCE

THE EFFECT OF SOIL PERMEABILITY ON THE LIQUEFACTION BEHAVIOR OF SAND SUBJECTED TO CYCLIC LOADING

THE EFFECT OF SOIL PROPERTIES UNCERTAINTY ON THE GROUND MOTIONS INTENSITY

THE EFFECT OF SOURCE DISTANCE IN DETERMINATION OF SITE-SPECIFIC HAZARD SPECTRUM

THE EFFECT OF STRUCTURAL STEEL PARAMETER AND QUALITY OF CONSTRUCTION UNCERTAINTIES ON SEISMIC PERFORMANCE OF A SPECIAL MOMENT RESISTING FRAME

THE EFFECTS OF LOCAL SOIL CONDITIONS ON THE CHARACTERISTICS OF NEAR-FAULT DIRECTIVITY PULSE

THE EFFECTS OF MASS ECCENTRICITY SCENARIO ON THE SEISMIC TORSIONAL BEHAVIOUR OF RC/MR BUILDINGS

THE EFFECTS OF NEAR-FIELD AND FAR-FIELD MULTIPLE EARTHQUAKES ON SINGLE STORY RC FRAMES