Results 11 to 20 of about 1,123 (192)
Shaking Table Testing of a Low-Rise Reinforced Concrete Intermediate Moment Resisting Frame
Buildings, 2022 Multi-level shaking table tests were performed on a 1:3 reduced scale two-story reinforced concrete (RC) intermediate moment resisting frame (IMRF) conforming to the requirements given in the ACI-318-19.
Sida Hussain +4 more
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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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Seismic Resilience and Design Factors of Inline Seismic Friction Dampers (ISFDs)
Eng, 2023 While damping devices can provide supplemental damping to mitigate building vibration due to wind or earthquake effects, integrating them into the design is more complex.
Ali Naghshineh +2 more
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The Effect of Spandrel Beam's Specification on Response Modification Factor of Concrete Coupled Shear Walls [PDF]
Civil Engineering Infrastructures Journal, 2016 Response modification factor (R factor) is one of the seismic design parameters to be considered in evaluating the performance of buildings during strong motions. This paper has tried to evaluate the response modification factor of concrete coupled shear
Mussa Mahmoudi +2 more
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SC Wall-to-RC Basemat Over-Strength Connection: Behavior and Design
CivilEng, 2022 This paper presents results from experimental and analytical investigations conducted to evaluate the lateral load behavior and capacity of steel-plate composite (SC) wall-to-reinforced concrete (RC) basemat connections.
Efe G. Kurt, Jungil Seo, Amit H. Varma
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ce/papers, 2023 This paper investigates the suitability and interpretability of a data‐driven deep learning algorithm for multi cross sectional overstrength factor prediction.
Michael A. Kraus +3 more
semanticscholar +1 more source
Buildings, 2022 The over-strength coefficient is one of the key factors for the seismic safety of a structure. For RC frames, the infill wall may improve the lateral bearing capacity, while the seismic demand increases as well, which leads to the unexpected seismic ...
Xiaomin Wang +4 more
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The New Formulation of the Behavior Factor's “Theoretical -regulatory Aspect”
MATEC Web of Conferences, 2014 The three last decades have seen a massive research program dealing with the global behavior of structures under seismic actions. This leads to formulate the behavior factor as the product of three factors: ductility, overstrength and redundancy.
Boutaoutaou ElArabi +2 more
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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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