Investigation of the effect of rigid connection type on the nonlinear behavior and over-strength factor of steel special moment frames [PDF]
Journal of Structural and Construction Engineering, 2020 After poor performance and brittle fracture of moment connections in the 1994 earthquake in Northridge, researchers proposed new connections to improve the behavior of steel moment frames.
امیراحمد هدایت +1 more
doaj +1 more source
Floor response spectra in RC frame structures designed according to Eurocode 8 [PDF]
, 2015 © 2015 Springer Science+Business Media Dordrecht Nonstructural components (NSCs) should be subjected to a careful and rational seismic design, in order to reduce the economic loss and to avoid threats to the life safety, as well as what concerns ...
Magliulo, G, Manfredi, G, Petrone, C
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The New Formulation of the Behavior Factor's “Theoretical -regulatory Aspect”
MATEC Web of Conferences, 2014 The three last decades have seen a massive research program dealing with the global behavior of structures under seismic actions. This leads to formulate the behavior factor as the product of three factors: ductility, overstrength and redundancy.
Boutaoutaou ElArabi +2 more
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Analytical Derivation and Experimental Verification of Overstrength Factors of Dowel-type Timber Connections for Capacity Design [PDF]
Journal of Earthquake Engineering, 2020 In timber structures, connections traditionally provide ductility and energy dissipation under seismic loading.
Lisa-Mareike Ottenhaus +2 more
openaire +2 more sources
Effect of the steel material variability on the seismic capacity design of steel-concrete composite structures : a parametric study [PDF]
, 2013 International audienceModern seismic codes recommend the design of ductile structures able to absorb seismic energy through high plastic deformation. Since seismic ductile design relies on an accurate control of plastic hinges formation, which mainly ...
Degee, Hervé +3 more
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Boundary condition effect on response modification factor of X-braced steel frames
HBRC Journal, 2018 Design of the structures to resist seismic force depends on the theory of dissipation in elastic energy that already exists in response modification factor “R-factor”.
Walid A. Attia, Masood M.M. Irheem
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Seismic evaluation of composite moment frames subjected to near-fault ground motions
Results in Engineering, 2023 This paper investigates the seismic behavior of composite special moment frames (CSMF) under near-fault ground motions. For this purpose, two factors, response modification and deflection amplification are chosen.
Mohsenali Shayanfar +2 more
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Buildings, 2022 Nonlinear static analysis is a validated tool for the seismic evaluation of existing and new structures, specifically for reinforced concrete buildings.
Ramón Mata-Lemus +5 more
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Steel-based applications in earthquake-prone areas [PDF]
, 2017 Steel-Earth project aims at distributing among technicians, engineers, design companies and standardization bodies the results of three past RFCS projects (Steel-Retro [3], Opus [2] and PrecaSteel [1]), providing useful tools for the design and for the ...
Baragiola, S. +35 more
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Shake table investigations on code non-compliant reinforced concrete frames
Alexandria Engineering Journal, 2020 Shake-table tests were performed on a code conforming and four non-compliant 1:3 reduced scale two-story RC frames. The models were subjected to 1994 Northridge earthquake acceleration time history, linearly scaled to multiple levels for studying the ...
Muhammad Rizwan +5 more
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