Results 11 to 20 of about 53,025 (207)

Research on Seismic Performance of New Prefabricated Strengthen-weaken Beam-column Connection Joints [PDF]

open access: yesE3S Web of Conferences, 2021
In order to realize the design concept of “strengthened column and weakened beam, strengthened connection joints and weakened components” and ensure the improvement of joints’ bearing capacity and the transfer of plastic hinges along beams far away from ...
Xin Li, Xiaojie Zhang, Xudong Tao
doaj   +1 more source

Evaluation of seismic performance of X bracing systems equipped with flexural yielding dampers [PDF]

open access: yesJournal of Structural and Construction Engineering, 2017
The X-bracing system is one of the lateral loads bearing system. In X-bracing system’s elements, axial plastic hinges (compressive or tensile) will be formed instead of flexural hinges which are not capable to absorb high energy.
Mussa Mahmoudi Sahebi, Farshid Khanjani
doaj   +1 more source

INFLUENCE OF COMPOSITE REINFORCEMENT ON THE DELOCALIZATION OF PLASTIC HINGES

open access: yesWasit Journal of Engineering Sciences, 2023
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
doaj   +1 more source

On large deformations of thin elasto-plastic shells: Implementation of a finite rotation model for quadrilateral shell element [PDF]

open access: yes, 1997
A large-deformation model for thin shells composed of elasto-plastic material is presented in this work, Formulation of the shell model, equivalent to the two-dimensional Cosserat continuum, is developed from the three-dimensional continuum by employing ...
Babuška   +44 more
core   +1 more source

Calculation of the reliability of frame systems under seismic impact and survivability assessment during the formation of plastic hinges in the nodes

open access: yesВестник Дагестанского государственного технического университета: Технические науки, 2020
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
doaj   +1 more source

The behavior of statically-indeterminate structural members and frames with cracks present [PDF]

open access: yes, 2009
Arts et Métiers ParisTech, invitation en tant que professeur invité de Paul C. Paris au LAMEFIPCrack stability is discussed as affected by their presence in statically-indeterminate beams, frames, rings, etc. loaded into the plastic range.
Ernst   +8 more
core   +3 more sources

Seismic Damage Detection of Moment Resisting Frame Structures Using Time-Frequency Features

open access: yesShock and Vibration, 2018
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
doaj   +1 more source

Analysis of model sheet pile walls with plastic hinges [PDF]

open access: yes, 2011
As part of a wider project investigating the implications of Eurocode 3, Design of steel structures – Part 5: Piling, centrifuge testing of model sheet pile walls and numerical back-analysis were undertaken.
Bourne-Webb, PJ   +3 more
core   +1 more source

Investigation of the Seismic Behavior of Framed Tube Buildings Considering Soil Structure Interaction [PDF]

open access: yesJournal of Structural and Construction Engineering, 2019
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
doaj   +1 more source

Multi-scale computational model for failure analysis of metal frames that includes softening and local buckling [PDF]

open access: yes, 2010
In this work we present a new modelling paradigm for computing the complete failure of metal frames by combining the stress-resultant beam model and the shell model.
Brank, Boštjan   +2 more
core   +1 more source

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