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This flat sheet device is based on permeable polypropylene membranes sealed to a mechanically resistant frame which confine cells seeded in a tailored biomimetic poly ethylene glycol) (PEG -based hydrogel matrix.
The main objective of this study is to compare the probability of different damage state of low-rise moderate ductility concrete moment resistant frame in the near- and far-field earthquakes.
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Intensive research and testing efforts have been underway in order to find better methods of design seismic resistant frames.
Nowadays this type of steel connections is among the most economical and efficient methods in seismic resistant frames application.
For the connection to be employed in seismic resistant frames, it is important to evaluate its ductility and energy dissipation capacity.
Self-centering concentrically braced frames (SCCBFs) are emerging as one of the high performance seismically resistant framing systems, known for the capability of controlling peak seismic demands and eliminating residual deformation.
This study presents a research plan to evaluate the behavior of reinforced concrete (RC) moment resistant frames at different performance levels established by the ASCE 41-06 seismic rehabilitation code.
In this paper, the probability of failure of low-rise concrete moment resistant frames designed according to the 3rd edition of Iranian seismic design code of practice for buildings design, were compared in near- and far-field earthquakes.
This paper studies the response of reinforced concrete (RC) moment resistant frames under several seismic ground motions and evaluates different damage levels established by the ASCE 41-06 seismic rehabilitation standard using the rotation acceptance criteria for nonlinear procedures.
The method is successfully applied to three benchmark planar steel frame structures: (1) a 15-story three-bay frame, (2) a three-bay 24-story moment-resistant frame, and (3) a seven-bay 60-story building structure.
This study aims to evaluate the Egyptian code provisions for the seismic design of moment-resistant frame multi-story building through using nonlinear time history analysis.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com