SHEAR RESISTANCE MECHANISMS ON HIGH-PANELIZED STEEL SHEET SHEAR WALLS WITH BURRING HOLES
نویسندگان
چکیده
منابع مشابه
Comparison of plasticity and stiffness of steel shear walls with composite steel plate shear wall
The steel shear wall and composite steel plate shear wall is introduced in recent three decade and is considered and is spread rapidly. Composite steel plate shear wall which is made of a layer of thin steel sheet with coating of reinforced concrete in one or both sides of steel palate is considered a third generation of resistance shear walls against lateral loads that in addition to increasin...
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The present research is concerned with the determination of ductility, over-strength and response modification factors of coupled steel shear wall frames. Three structural models with various numbers of stories, bay width and coupling beam height were analyzed using static pushover and incremental nonlinear dynamic analyses. The ductility, over-strength and response modification factors for the...
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seismic retrofit strategies have been developed in the past few decades following the introduction of new seismic provisions and the availability of advanced materials and methods. it can be observed that new approaches to deal with more lateral forces are more innovative and more energy absorbent. in line with this, there is a growing trend toward the use of steel shear walls as a system with ...
15 صفحه اولcomparison of plasticity and stiffness of steel shear walls with composite steel plate shear wall
the steel shear wall and composite steel plate shear wall is introduced in recent three decade and is considered and is spread rapidly. composite steel plate shear wall which is made of a layer of thin steel sheet with coating of reinforced concrete in one or both sides of steel palate is considered a third generation of resistance shear walls against lateral loads that in addition to increasin...
متن کاملNon-Linear Behavior and Shear Strength of Diagonally Stiffened Steel Plate Shear Walls
In this study, non-linear behavior of diagonally stiffened steel plate shear walls as a seismic resisting system has been investigated, and theoretical formulas for estimating shear strength capacity of the system have been proposed. Several validated analytical finite element models of steel shear walls with various stiffener dimensions are generated to verify and compare the analytical and th...
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ژورنال
عنوان ژورنال: AIJ Journal of Technology and Design
سال: 2018
ISSN: 1341-9463,1881-8188
DOI: 10.3130/aijt.24.177