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ترتیب محصولات: پیش فرض

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نمایش 15 محصول در هر صفحه

EFFECT OF RESIDUAL STRENGTH ON THE BEHAVIOUR OF ENERGY DISSIPATING AT STEEL-BRACED FRAME WITH LOW DAMAGE SYSTEM
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF SHEAR DEFORMATION ON THE FUNDAMENTAL FREQUENCIES OF COMPOSITE LAMINATES IN DIFFERENT THICKNESS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF SOIL DEPTH ON SEISMIC SITE AMPLIFICATION
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF SOIL-STRUCTURE INTERACTION ON SEISMIC DEMANDS OF STRUCTURES IN DESIGN PROCEDURES
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF STIFFENERS ON THE ANGLE OF INCLINATION IN STEEL PLATE EARWALLS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF THE ASSUMED DESIGNING SEISMIC COEFFICIENT ON SAFETY MARGIN AGAINST PROGRESSIVE COLLAPSE OF STEEL MOMENT RESISTING FRAME BUILDINGS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF THE BUILDING HEIGHT ON PROGRESSIVE COLLAPSE
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF THE PANEL ZONE ON PROGRESSIVE COLLAPSE
0 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON HIGHWAY BRIDGE WITH FRICTION -RUBBER ISOLATOR
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON SDOF SYSTEMS EQUIPPED BY SLIDING BEARINGS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECT(S) OF LOWER CRUST FLOW AND RECENT TECTONIC ACTIVITIES IN ZAGROS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECTIVENESS OF THE PUSHOVER ANALYSIS ETHOD FOR THE SEISMICRESPONSE TIMATION OF BUILDINGS SUBJECTEDTO NEAR-FAULT AND FAR-FAULT GROUND MOTIONS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE
20,000 ریال
افزودن به سبد خرید نمایش جزئیات

EFFECT OF RESIDUAL STRENGTH ON THE BEHAVIOUR OF ENERGY DISSIPATING AT STEEL-BRACED FRAME WITH LOW DAMAGE SYSTEM

EFFECT OF SHEAR DEFORMATION ON THE FUNDAMENTAL FREQUENCIES OF COMPOSITE LAMINATES IN DIFFERENT THICKNESS

EFFECT OF SOIL DEPTH ON SEISMIC SITE AMPLIFICATION

EFFECT OF SOIL-STRUCTURE INTERACTION ON SEISMIC DEMANDS OF STRUCTURES IN DESIGN PROCEDURES

EFFECT OF STIFFENERS ON THE ANGLE OF INCLINATION IN STEEL PLATE EARWALLS

EFFECT OF STRUCTURAL MODELING UNCERTAINTIES ON SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES

EFFECT OF THE ASSUMED DESIGNING SEISMIC COEFFICIENT ON SAFETY MARGIN AGAINST PROGRESSIVE COLLAPSE OF STEEL MOMENT RESISTING FRAME BUILDINGS

EFFECT OF THE BUILDING HEIGHT ON PROGRESSIVE COLLAPSE

EFFECT OF THE PANEL ZONE ON PROGRESSIVE COLLAPSE

EFFECT OF TIME INTERVAL BETWEEN PEAK HORIZONTAL AND VERTICAL RESPONSE OF SEISMIC COMPONENTS ON THE BEHAVIOR OF RC BUILDINGS

EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON HIGHWAY BRIDGE WITH FRICTION -RUBBER ISOLATOR

EFFECT OF VERTICAL MOTION OF NEAR-FAULT EVENTS ON SDOF SYSTEMS EQUIPPED BY SLIDING BEARINGS

EFFECT(S) OF LOWER CRUST FLOW AND RECENT TECTONIC ACTIVITIES IN ZAGROS

EFFECTIVENESS OF THE PUSHOVER ANALYSIS ETHOD FOR THE SEISMICRESPONSE TIMATION OF BUILDINGS SUBJECTEDTO NEAR-FAULT AND FAR-FAULT GROUND MOTIONS

EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE