شماره ركورد كنفرانس :
3768
عنوان مقاله :
اثر پر و خالي شدن بر ضريب رفتار مخازن هوايي فلزي آب با در نظر گرفتن اندركنش سيال-سازه
عنوان به زبان ديگر :
The Effect of Reservoir Filling on the modification Factor of Steel Elevated Water Tanks considering Fluid-Structure Interaction
پديدآورندگان :
Fallahi Sohrab fallahi@essce.ir Senior Structural and Earthquake Engineer, ESS Consulting Engineers Co , Assatourians Armen ar_ast@hotmail.com Yerevan Project Co;
تعداد صفحه :
7
كليدواژه :
تحليل تاريخچه زماني , اندركنش سيال-سازه , مخازن هوايي فلزي آب , تحليل استاتيكي غيرخطي
سال انتشار :
1394
عنوان كنفرانس :
سومين كنفرانس ملي و اولين كنفرانس بين المللي پژوهش هاي كاربردي در مهندسي عمران، معماري و مديريت شهري
زبان مدرك :
انگليسي
چكيده فارسي :
In order to investigate the effect of fluid-structure interaction on the modification factor of steel elevated water tanks with braced columns, three real models having capacity of 134, 160 and 82 m3 are selected. Each model is considered to be empty, 25%, 50%,75% and 100% full and is designed according to 4th version of Iranian 2800 seismic code, taking into account Sa=0.25g Sa=0.35g spectral accelerations, for soil types 1,2,3 4. On each model, the information of Convective mass, Impulsive mass and the spring stiffness of the convective mass, is added according to Housner`s method. Later all designed models are subjected to 10 accelerograms, recorded on each soil type and scaled to Sa=0.25g Sa=0.35g. Total 960 linear and nonlinear timehistory analyses are carried out on finite element models. Finally, after applying Modal Pushover analysis on each model, modification factors for various types of filling the reservoir is calculated and results achieved are discussed.
چكيده لاتين :
In order to investigate the effect of fluid-structure interaction on the modification factor of steel elevated water tanks with braced columns, three real models having capacity of 134, 160 and 82 m3 are selected. Each model is considered to be empty, 25%, 50%,75% and 100% full and is designed according to 4th version of Iranian 2800 seismic code, taking into account Sa=0.25g Sa=0.35g spectral accelerations, for soil types 1,2,3 4. On each model, the information of Convective mass, Impulsive mass and the spring stiffness of the convective mass, is added according to Housner`s method. Later all designed models are subjected to 10 accelerograms, recorded on each soil type and scaled to Sa=0.25g Sa=0.35g. Total 960 linear and nonlinear timehistory analyses are carried out on finite element models. Finally, after applying Modal Pushover analysis on each model, modification factors for various types of filling the reservoir is calculated and results achieved are discussed.
كشور :
ايران
لينک به اين مدرک :
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