Results 21 to 30 of about 442 (179)
Response Modification Factor of RC Frames Strengthened with RC Haunches
Shock and Vibration, 2020 This paper presents experimental and numerical studies carried out on two-story reinforced concrete (RC) frames having weaker beam-column joints, which were retrofitted with reinforced concrete haunches to avoid joint panel damage under seismic actions ...
Junaid Akbar +4 more
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Boundary condition effect on response modification factor of X-braced steel frames
HBRC Journal, 2018 Design of the structures to resist seismic force depends on the theory of dissipation in elastic energy that already exists in response modification factor “R-factor”.
Walid A. Attia, Masood M.M. Irheem
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, 2016 {"references": ["Elnashai, A.S., Mwafy, A.M., (2002). Overstrength and force reduction factors of multistorey reinforced concrete buildings. Struct. Design Tall Build. 11, 329\u2013351.", "Barakat, S., Abdallah, I.H., Malkawi H and Shatnawi A., (1997). A step towards evaluation of the seismic response reduction factor in multistorey reinforced concrete
M. Hakan Arslan, I. Hakkı Erkan
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Bulletin of the New Zealand Society for Earthquake Engineering, 2022 In multi-storey structural wall buildings, the structural walls are required to resist additional shear force due to their interactions with the floors and gravity-resisting system, which is not fully catered for in current seismic design provisions and assessment guidelines.
Sedgh RE +3 more
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Thin-Walled Structures, 2015 Abstract Circular hollow section (CHS) steel beams are widely used in both mechanical and civil applications. CHS members are mainly subjected to bending. The flexural overstrength factor (namely the ratio between the ultimate bending strength over the plastic bending moment) characterizes the flexural behaviour of steel CHS beams.
D'ANIELLO, MARIO +3 more
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Analytical and Numerical Investigation of Overstrength Factors for Very Short Shear Links in EBFs
KSCE Journal of Civil Engineering, 2018 Shear links are key components in the Eccentrically Braced Frames (EBFs) that act as a structural fuse by dissipating seismic energy during severe earthquakes. Specification AISC 341, which is frequently used in the seismic design of steel structures, prescribes a constant overstrength factor of 1.50 for shear links.
Shujun Hu, Jingang Xiong, Qiang Zhou
exaly +2 more sources
Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method [PDF]
Journal of Structural and Construction Engineering, 2021 In the last few decades, the idea of using thin steel plate shear wall, ( SPSW ) , has been noted as a lateral load resisting system in design and retrofit of buildings.
Hamed Valizadeh, majid Gholhaki
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Soft Story Design of Reinforced Concrete Structures with Masonry Infill Walls [PDF]
Journal of Rehabilitation in Civil Engineering, 2023 Based on the seismic design codes to prevent soft-story failure, columns of a soft story must be designed for amplified loads due to the discontinuity of braces or shear walls in that story.
Seyed Mojtaba Hosseini Gelekolai +1 more
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Failure Analysis of a Concrete Anchor under Severe Seismic Action
Applied Sciences, 2021 We explored the usage of a response modification factor and overstrength factor for analyzing brittle or ductile failure of anchor system. Parametric studies on the tension and shear behaviors of anchor systems were compared in terms of elastic and ...
Inkyu Rhee, Nakhyun Chun, Jae-Min Kim
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Assessment of overstrength factor for seismic design of cross laminated timber structures: research and experimental investigation [PDF]
, 2017 M ...
Pasca, Dag Pasquale
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