Results 31 to 40 of about 855 (200)
Journal of Building Materials and StructuresThe seismic behavior of reinforced concrete (RC) frames is significantly influenced by the confinement provided by transverse reinforcement. This study investigates the effect of transverse reinforcement spacing on the seismic behavior factor (R) of ...
Amar Louzai , Ahmed Abed
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Failure Analysis of a Concrete Anchor under Severe Seismic Action
Applied Sciences, 2021 We explored the usage of a response modification factor and overstrength factor for analyzing brittle or ductile failure of anchor system. Parametric studies on the tension and shear behaviors of anchor systems were compared in terms of elastic and ...
Inkyu Rhee, Nakhyun Chun, Jae-Min Kim
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Latin American Journal of Solids and StructuresA parametric study devoted to assess the impact of increasing the structural redundancy in ductile reinforced concrete (RC) moment framed buildings is presented. Among the studied variables were the number of stories and the number of bays.
Arturo Tena-Colunga +1 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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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
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Overstrength from material variability
, 2019 Overstrength from material variability and ...
Lisa-Mareike Ottenhaus (6449708)
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Seismic Assessment of Non-conforming Infilled RC Buildings Using IDA Procedures
Frontiers in Built Environment, 2019 The seismic performance of existing non-conforming reinforced concrete (RC) buildings is numerically investigated, taking into account the presence of clay brick masonry infill walls.
Constantinos Repapis, Christos A. Zeris
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Assessment of the Seismic Behavior of Selective Storage Racks Subjected to Chilean Earthquakes
Metals, 2020 A seismic performance evaluation of selective storage racks subjected to Chilean Earthquakes was conducted using nonlinear pushover and nonlinear dynamic time-history analyses.
Eduardo Nuñez +2 more
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An investigation on the effect of gusset plate connection rigidity on the seismic behavior of special concentrically braced frames [PDF]
Journal of Structural and Construction Engineering, 2016 Special concentrically braced frames (SCBFs) are commonly used to resist lateral loads in buildings. The bracing system sustains large deformations due to inelastic behavior in bracing members (buckling and yielding in tension).
Ali Esnaashari, Amin Mohebkhah
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