Results 31 to 40 of about 14,489,574 (279)
Strength factor, stiffness, toughness, ductility factor, and performance factor.
, 2021 Strength factor, stiffness, toughness, ductility factor, and performance factor.
Brwa Hamah Saeed Hamah-Ali (11888709) +1 more
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Stiffness increase, strength factor, ductility factor, and performance factor.
, 2021 Stiffness increase, strength factor, ductility factor, and performance factor.
Brwa Hamah Saeed Hamah-Ali (11888709) +1 more
core +1 more source
Seismic response modification factor for RC-frames with non-uniform dimensions
Cogent Engineering, 2021 In existing seismic design codes, base shear is measured using the elastic force requirement divided by the strength reduction factor. This factor is used to take account of structures’ ability to dissipate energy by inelastic deformations.
Manar M. Hussein +2 more
doaj +1 more source
BEHAVIOR FACTOR OF STEEL DUAL FRAMES WITH LARGE- SCALED CONCENTRICALLY BRACING SYSTEMS [PDF]
مجله مدل سازی در مهندسی, 2013 In this paper, the seismic behavior of steel dual frames with large-scaled concentrically bracings have been evaluated at special ductility level, and then the ductility reduction factor and the over-strength reduction factor for this type of structural ...
غلامرضا Abdollahzadeh +1 more
doaj +1 more source
, 2022 Gauss-Newton algorithm is originally applied for estimating constant-ductility energy factor spectra of near- and far-fault ground motions. First, constant-ductility energy factors are clarified, a three-parameter exponential equation relating energy ...
UÇAR, TANER, Merter, Onur
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Evaluation of Ductility factor for the Elevated Water tank [PDF]
, 2023 In the current procedures of design and analysis for seismic forces, base shear is calculated by the elastic strength demand divided by the strength reduction factor.
Patel, Indrajit N., Agrawal, Vimlesh V.
core
INVESTIGATION OF THE BEHAVIOR FACTOR IN DUAL SYSTEMS WITH SIDE PLATE CONNECTION [PDF]
مجله مدل سازی در مهندسی, 2010 After the 1994 Northridge and 1995 Kobe earthquakes and the extensive damage in moment resisting connections side plate connection was introduced. This connection is able to hold plastic hinge far from the beam-column connection and has sufficient ...
جواد Vaseghi Amiri +3 more
doaj +1 more source
Nihon Kikai Gakkai ronbunshu, 2018 The ductility factors of nonlinear SDOF systems at Service Limits Ds “using elastic analysis design” in JEAC4601 are investigated, and it was confirmed that the ductility factors depend on the natural frequencies of systems, seismic motions and constant ...
Ichiro TAMURA +3 more
doaj +1 more source
Torsional ductility spectrum for predicting ductility distribution in simple asymmetric‐plan structures [PDF]
, 2020 An analytical procedure is developed for predicting the ductility demands in simple asymmetric-plan structures under earthquake ground motions. The procedure governs regular structures dominated by the lower vibration modes where inelastic response ...
Kaatsız, Kaan +4 more
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The Effect of Spandrel Beam's Specification on Response Modification Factor of Concrete Coupled Shear Walls [PDF]
Civil Engineering Infrastructures Journal, 2016 Response modification factor (R factor) is one of the seismic design parameters to be considered in evaluating the performance of buildings during strong motions. This paper has tried to evaluate the response modification factor of concrete coupled shear
Mussa Mahmoudi +2 more
doaj +1 more source