Results 191 to 200 of about 6,295 (225)
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Acta Mechanica, 2013
In a fixed connection of a reinforced concrete bridge column, experiments have shown that the longitudinal reinforcing bars slip at the interface of the connection under cyclic seismic loading. The bond-slip (or strain penetration) of the longitudinal reinforcing bars causes a pinching effect in the column’s hysteresis curve.
Yu-Fu Ko, Co Phung
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In a fixed connection of a reinforced concrete bridge column, experiments have shown that the longitudinal reinforcing bars slip at the interface of the connection under cyclic seismic loading. The bond-slip (or strain penetration) of the longitudinal reinforcing bars causes a pinching effect in the column’s hysteresis curve.
Yu-Fu Ko, Co Phung
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International Journal of Civil Engineering, 2016
A fast converging and fairly accurate nonlinear simulation method to assess the behavior of reinforced concrete columns subjected to static-oriented pushover force and axial loading (sections under biaxial-bending moment and axial loading) is proposed. In the proposed method, the sections of column are discretized into “Variable Oblique Finite Elements”
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A fast converging and fairly accurate nonlinear simulation method to assess the behavior of reinforced concrete columns subjected to static-oriented pushover force and axial loading (sections under biaxial-bending moment and axial loading) is proposed. In the proposed method, the sections of column are discretized into “Variable Oblique Finite Elements”
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Structural Engineering and Mechanics, 2010
Beam-column joints are the key structural elements, which dictate the behavior of structures subjected to earthquake loading. Though large experimental work has been conducted in the past, still various issues regarding the post-yield behavior, ductility and failure modes of the joints make it a highly important research topic.
Akanshu Sharma +5 more
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Beam-column joints are the key structural elements, which dictate the behavior of structures subjected to earthquake loading. Though large experimental work has been conducted in the past, still various issues regarding the post-yield behavior, ductility and failure modes of the joints make it a highly important research topic.
Akanshu Sharma +5 more
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The Structural Design of Tall and Special Buildings, 2008
AbstractThe nonlinear static pushover analysis technique is mostly used in the performance‐based design of structures. However, the pushover analysis with load distributions of Federal Emergency Management Agency (FEMA) loses its accuracy in estimating the seismic responses of long‐period structures where higher mode effects are important.
Mehdi Poursha +2 more
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AbstractThe nonlinear static pushover analysis technique is mostly used in the performance‐based design of structures. However, the pushover analysis with load distributions of Federal Emergency Management Agency (FEMA) loses its accuracy in estimating the seismic responses of long‐period structures where higher mode effects are important.
Mehdi Poursha +2 more
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2013
Seismic retrofitting of already constructed buildings is one of the most effective methods of decreasing the risk. However the seismic performance of the structure may not be improved by Strengthening unless the professional engineer selects an appropriate modifying technique based on seismic evaluation of the already constructed structures.
Bhatti, A. Q., Varum, H.
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Seismic retrofitting of already constructed buildings is one of the most effective methods of decreasing the risk. However the seismic performance of the structure may not be improved by Strengthening unless the professional engineer selects an appropriate modifying technique based on seismic evaluation of the already constructed structures.
Bhatti, A. Q., Varum, H.
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Aswan University Journal of Sciences and Technology, 2023
Shadia Hamadallah +2 more
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Shadia Hamadallah +2 more
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Static quenching upon adduct formation: a treatment without shortcuts and approximations
Chemical Society Reviews, 2021Damiano Genovese +2 more
exaly
Equivalent SDOF systems and nonlinear static (pushover) analysis
2019Mark Aschheim +2 more
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Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings
2020E. Ortega-G +3 more
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