A novel formulation of the flexural overstrength factor for steel beams [PDF]
Abstract The ductile design of steel structures is directly influenced by the flexural behaviour of steel beams, which should be sufficient to allow plastic hinges to rotate until the collapse mechanism is completely developed. To guarantee the achievement of such a performance, the beam flexural overstrength must be quantified to appropriately apply
Esra Mete Güneyisi +2 more
exaly +5 more sources
Feeding overstrength cows' milk to babies. [PDF]
The dangers of overstrength milk feeds have been emphasized in several reports during the last two years. They may even be a factor in unexpected death in infants. Samples of prepared dried milk feeds were obtained from 302 mothers who brought their 5- to 8-week-old infants to a special follow-up clinic.
Smith BA.
europepmc +4 more sources
Simulation model to estimate bending overstrength in concrete elements
A simulation model to estimate bending overstrength in reinforced concrete elements is presented. The simulation model employs basic design hypotheses according to NTC–04 [1] and ACI 318–11 [2] for rectangular concrete beams subjected to bending with ...
Alejandro Hernández-Martínez +2 more
doaj +4 more sources
Shaking Table Testing of a Low-Rise Reinforced Concrete Intermediate Moment Resisting Frame
Multi-level shaking table tests were performed on a 1:3 reduced scale two-story reinforced concrete (RC) intermediate moment resisting frame (IMRF) conforming to the requirements given in the ACI-318-19.
Sida Hussain +4 more
doaj +1 more source
Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method [PDF]
In the last few decades, the idea of using thin steel plate shear wall, ( SPSW ) , has been noted as a lateral load resisting system in design and retrofit of buildings.
Hamed Valizadeh, majid Gholhaki
doaj +1 more source
Seismic Resilience and Design Factors of Inline Seismic Friction Dampers (ISFDs)
While damping devices can provide supplemental damping to mitigate building vibration due to wind or earthquake effects, integrating them into the design is more complex.
Ali Naghshineh +2 more
doaj +1 more source
Overstrength and ductility factors of XBF structures with pinned and fixed supports
In today's time, most seismic design codes are based on a linear elastic force-based approach that includes the nonlinear response (ductility and overstrength) of the structure through a reduction factor (named behavior factor q in Eurocode 8 [EC8 ...
Yahmi Djamal +3 more
doaj +1 more source
The Effect of Spandrel Beam's Specification on Response Modification Factor of Concrete Coupled Shear Walls [PDF]
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
SC Wall-to-RC Basemat Over-Strength Connection: Behavior and Design
This paper presents results from experimental and analytical investigations conducted to evaluate the lateral load behavior and capacity of steel-plate composite (SC) wall-to-reinforced concrete (RC) basemat connections.
Efe G. Kurt, Jungil Seo, Amit H. Varma
doaj +1 more source

