Results 21 to 30 of about 1,123 (192)
Seismic evaluation of composite moment frames subjected to near-fault ground motions
Results in Engineering, 2023 This paper investigates the seismic behavior of composite special moment frames (CSMF) under near-fault ground motions. For this purpose, two factors, response modification and deflection amplification are chosen.
Mohsenali Shayanfar +2 more
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Investigating effects of boundary conditions on the evaluation of R-factor of un-braced steel frames
HBRC Journal, 2017 Design of Structures to resist seismic load depends on the theory of dissipation in elastic of energy that already exists in response modification factor “R-factor”.
Masood M.M. Irheem, Walid A. Attia
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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 ...
R. E. Sedgh, R. Dhakal, C. Lee, A. Carr
semanticscholar +1 more source
Assessing Seismic Performance of the Elliptic Braced Moment Resisting Frame through Pushover Method [PDF]
Journal of Rehabilitation in Civil Engineering, 2019 The seismic performance of elliptic braced moment resisting frame (ELBRF) is assessed here and is found that the structural behavior is improved and is of free of architectural space.
Habib Ghasemi Jouneghani +3 more
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Mix Sustentável, 2022 More cement does not necessarily make better concrete or expedite construction schedules. In contrast, concrete with lower cementitious content can reach sufficient strength on time to avoid construction delays and last longer.
Rodrigo Antunes
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Effect of Degradation on Collapse Margin Ratio of Steel Moment Frames [PDF]
Journal of Rehabilitation in Civil Engineering, 2019 Although several studies have investigated the effect of degradation on the behavior of structures, inspections on collapse margin ratios are rare in the literature.
Saeid Bazvand +2 more
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Structural Mechanics of Engineering Constructions and Buildings, 2021 The building structure with infill wall shows higher global stiffness along with the uncertain behaviour during 2015 Gorkha earthquake. It significantly increased the collapse rate of structures during earthquakes.
Hemchandra Chaulagain, Ram Giri
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Shake table investigations on code non-compliant reinforced concrete frames
Alexandria Engineering Journal, 2020 Shake-table tests were performed on a code conforming and four non-compliant 1:3 reduced scale two-story RC frames. The models were subjected to 1994 Northridge earthquake acceleration time history, linearly scaled to multiple levels for studying the ...
Muhammad Rizwan +5 more
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Redundancy Factors for the Seismic Design of Ductile Reinforced Concrete Chevron Braced Frames
Latin American Journal of Solids and StructuresIn this paper the authors summarize the results of a study devoted to assess, using nonlinear static analyses, the impact of increasing the structural redundancy in ductile moment-resisting reinforced concrete concentric braced frames structures (RC ...
Eber Alberto Godínez-Domínguez +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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