Results 21 to 30 of about 53,025 (207)
Вестник Дагестанского государственного технического университета: Технические науки, 2019 Objectives The aim of the study is to develop a model for assessing the reliability of frame systems, taking into account the redistribution of forces between vertical structures when plastic hinges are formed in them from horizontal seismic effects ...
A. J. Abakarov, R. G. Gasanov
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A nonlinear macroelement formulation for the seismic analysis of masonry buildings [PDF]
, 2017 A macroelement is presented for the nonlinear dynamic analysis of masonry structures under seismic actions. The macroelement, developed in the framework of the equivalent frame model, has a force-based formulation and accounts for flexural and shear ...
Addessi, D. +2 more
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New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures [PDF]
, 2017 The behavior of reinforced concrete (RC) structures under severe demands, as strong ground motions, is highly complex; this is mainly due to joint operation of concrete and steel, with several coupled failure modes.
Alfarah, Bashar +2 more
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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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Effect of the steel material variability on the seismic capacity design of steel-concrete composite structures : a parametric study [PDF]
, 2013 International audienceModern seismic codes recommend the design of ductile structures able to absorb seismic energy through high plastic deformation. Since seismic ductile design relies on an accurate control of plastic hinges formation, which mainly ...
Degee, Hervé +3 more
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MATEC Web of Conferences, 2019 Structures are expected to have ductile behavior under major earthquakes. One requirement to achieve this ductile behavior is when the structures have no shear failures in their elements.
Amir Fatmawati +2 more
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Cyclic behavior of a two-span RC beam built with plain reinforcing bars [PDF]
, 2011 Reinforced concrete structural elements lacking appropriate seismic detailing and built with plain reinforcing bars, and subjected to cyclic loads like the ones induced by earthquakes, are particularly sensitive to the bond-slip mechanism.
Costa, Aníbal +3 more
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Generalized finite element formulation for efficient first-order plastic hinge analysis
Advances in Mechanical Engineering, 2019 This article presents generalized finite element formulation for plastic hinge modeling based on lumped plasticity in the classical Euler–Bernoulli beam.
Dae-Jin Kim +3 more
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Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, 2021 Moment Resisting (MR) Reinforced Concrete (RC) frame system presented in the current seismic design standards and required to on-site seismic action develops the soft storey mechanisms.
Sococol Ion, Mihai Petru
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Buildings, 2023 Performance-based seismic codes ensure proper inelastic behaviour of reinforced concrete frames through capacity design, among others. This strategy relies not only on avoiding brittle failures and providing ductility to plastic hinges but also in their ...
Fernando Gómez-Martínez +1 more
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