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ترتیب محصولات: پیش فرض

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نمایش 15 محصول در هر صفحه

EFFECTS OF FLING STEP AND FORWARD DIRECTIVITY ON SEISMIC RESPONSES OF SOIL SITES
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECTS OF MASS OF FOUNDATION ON SEISMIC RESPONSE OF GRAVITY DAMS UNDEAR NEAR-FAULT GROUND MOTION EXCITATION
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECTS OF METHODS OF SCALING AT LINEAR AND NONLINEAR RESPONSE OF THE BUILDINGS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECTS OF SOIL-STRUCTURE INTRACTION ON THE SEISMIC RESPONSE OF EXISTING BRACED STEEL FRAMES
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECTS OF THE CYCLIC LOADING FREQUENCY AND RATE OF SHEARING ON THE INPUT SOIL PARAMETERS FOR SEISMIC SITE RESPONSE ANALYSES
0 ریال
افزودن به سبد خرید نمایش جزئیات
EFFECTS OF THE MULTI-SUPPORT EXCITATION ON LINEAR RESPONSE OF ONE-STORY BUILDINGS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EFFICIENCY ASSESSMENT OF SCALAR INTENSITY MEASURES IN PREDICTING ENGINEERING DEMAND PARAMETERS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EMERGENCY EVACUATION OF SUBWAY STATIONS DURING A DISASTER, STUDY CASE: “STATION 5 OF TURO”
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
EMERGENCY SETTLEMENT EXPERIENCES IN IRAN: LESSONS TOWARD MORE EFFICIENCY IN POST-QUAKE
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
ENHANCEMENT OF CONCRETE MOMENT FRAMES SEISMIC BEHAVIOR USING SMA/ECC MATERIALS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
ENHANCING PERFORMANCE OF OVAL-SHAPED DAMPERS IN CHEVRONBRACED STEEL FRAMES USING LATERAL STIFFENING PLATES
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
ESTIMATING MAXIMUM POUNDING FORCE BETWEEN TWO ADJACENT STRUCTURES
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
ESTIMATING SHAKEING INDUCED CASUALY BASED ON BUILDING DAMAGE PATTERN: CASE STUDY A DISTRICT OF TEHRAN
20,000 ریال
افزودن به سبد خرید نمایش جزئیات
ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS
20,000 ریال
افزودن به سبد خرید نمایش جزئیات

EFFECTS OF FLING STEP AND FORWARD DIRECTIVITY ON SEISMIC RESPONSES OF SOIL SITES

EFFECTS OF MASS OF FOUNDATION ON SEISMIC RESPONSE OF GRAVITY DAMS UNDEAR NEAR-FAULT GROUND MOTION EXCITATION

EFFECTS OF METHODS OF SCALING AT LINEAR AND NONLINEAR RESPONSE OF THE BUILDINGS

EFFECTS OF PULSE-LIKE GROUND MOTIONS PARAMETERS ON MAXIMUM INTER-STORY DRIFT SPECTRA

EFFECTS OF SOIL-STRUCTURE INTRACTION ON THE SEISMIC RESPONSE OF EXISTING BRACED STEEL FRAMES

EFFECTS OF THE CYCLIC LOADING FREQUENCY AND RATE OF SHEARING ON THE INPUT SOIL PARAMETERS FOR SEISMIC SITE RESPONSE ANALYSES

EFFECTS OF THE MULTI-SUPPORT EXCITATION ON LINEAR RESPONSE OF ONE-STORY BUILDINGS

EFFICIENCY ASSESSMENT OF SCALAR INTENSITY MEASURES IN PREDICTING ENGINEERING DEMAND PARAMETERS

EMERGENCY EVACUATION OF SUBWAY STATIONS DURING A DISASTER, STUDY CASE: “STATION 5 OF TURO”

EMERGENCY SETTLEMENT EXPERIENCES IN IRAN: LESSONS TOWARD MORE EFFICIENCY IN POST-QUAKE

ENHANCEMENT OF CONCRETE MOMENT FRAMES SEISMIC BEHAVIOR USING SMA/ECC MATERIALS

ENHANCING PERFORMANCE OF OVAL-SHAPED DAMPERS IN CHEVRONBRACED STEEL FRAMES USING LATERAL STIFFENING PLATES

ESTIMATING MAXIMUM POUNDING FORCE BETWEEN TWO ADJACENT STRUCTURES

ESTIMATING SHAKEING INDUCED CASUALY BASED ON BUILDING DAMAGE PATTERN: CASE STUDY A DISTRICT OF TEHRAN

ESTIMATION OF DISPLACEMENT AMPLIFICATION FACTOR (C1) IN THE CASE OF FOUNDATION ROCKING AND DETERMINING THE PROBABILITY OF OCCURRENCE OF THIS EVENT DURING THE EARTHQUAKE BY USING A RELIABILITY ANALYSIS