Results 11 to 20 of about 486 (211)
INFLUENCE OF COMPOSITE REINFORCEMENT ON THE DELOCALIZATION OF PLASTIC HINGES
Following multiple earthquakes in Algeria, large numbers of reinforced concrete structures have been severely damaged or destroyed, making it necessary to evaluate the actual seismic behavior of existing buildings.
M. MIMOUNI, L. KHARROUBI
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Aim. The research aims to develop mathematical models for evaluating the reliability of two-story frame systems under the seismic impact, covering all possible ways of transition to the mechanism state due to the formation of plastic hinges in the frame ...
A. D. Abakarov, R. G. Gasanov
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Seismic Damage Detection of Moment Resisting Frame Structures Using Time-Frequency Features
To detect seismic damage of moment resisting frame (MRF) structures, a data-driven method using the fractal dimension (FD) of time-frequency feature (TFF) of structural seismic dynamic responses at measured stories is extended and refined.
Dongwang Tao, Qiang Ma, Shanyou Li
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Investigation of the Seismic Behavior of Framed Tube Buildings Considering Soil Structure Interaction [PDF]
In recent years, the framed tube system has been known as the most efficient structural system for the high-rise buildings. The entire lateral resistance in the framed tube structures is provided by closely spaced exterior columns and deep spandrel beams.
Farzad Etedadi Aliabadi +1 more
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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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Assessing Seismic Performance of the Elliptic Braced Moment Resisting Frame through Pushover Method [PDF]
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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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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In the last few decades, a series of earthquakes were recorded which pointed out several deficiencies regarding the ductile seismic response of MR RC frame structures.
Ion Sococol +5 more
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Generalized finite element formulation for efficient first-order plastic hinge analysis
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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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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