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Behaviour Factor of Ductile Code-Designed Reinforced Concrete Frames

open access: yesAdvances in Civil Engineering, 2021
The current generation of seismic design codes is based on a linear elastic force-based approach that includes the nonlinear response of the structure implicitly through a response modification factor (named reduction factor R in American codes or ...
Massimiliano Ferraioli
doaj   +2 more sources

THE EFFECT OF BEHAVIOUR FACTOR ON THE SEISMIC PERFORMANCE OF LOW-RISE AND HIGH-RISE RC BUILDINGS [PDF]

open access: yesJournal of Engineering Science and Technology, 2017
This study investigates the performance of RC buildings designed according to Eurocode 8. Two families of RC buildings (i.e., 3 storey and 18 storey) are investigated using nonlinear static or push over analysis (POA).
MOHD ZULHAM AFFANDI MOHD ZAHID   +2 more
doaj   +4 more sources

Effects of Glass and Steel Fibers on Fresh and Hardened Properties of Self-Compacting Concrete

open access: yesU.Porto Journal of Engineering, 2022
Self-compacting concrete (SCC) has been versatile over compaction of concrete by manual or mechanical vibrators. Compaction of concrete by traditional methods generates delays and imparts additional costs.
Bhavin Patel   +3 more
doaj   +1 more source

Study on overstrength and ductility of reinforced concrete building with different infill through nonlinear analysis

open access: yesStructural Mechanics of Engineering Constructions and Buildings, 2021
The building structure with infill wall shows higher global stiffness along with the uncertain behaviour during 2015 Gorkha earthquake. It significantly increased the collapse rate of structures during earthquakes.
Hemchandra Chaulagain, Ram Giri
doaj   +1 more source

Analytical Fragility Curves of Pile Foundations with Soil-Structure Interaction (SSI)

open access: yesGeosciences, 2021
Pile foundations is a well-studied technique with many applications and its benefits on structures have been widely studied in the literature. In particular, the mutual effects of pile flexibility and soil deformability may significantly modify the ...
Davide Forcellini
doaj   +1 more source

A New Approach for Determining the Curvature Ductility of Reinforced Concrete Beams

open access: yesSlovak Journal of Civil Engineering, 2022
This paper presents a numerical parametric study of the moment-curvature and curvature ductility of doubly-reinforced beams with different parameters. The effects of the strength of the concrete and the amount of the reinforcement, including the tensile ...
Foroughi Saeid, Yuksel S. Bahadir
doaj   +1 more source

RESPONSE MODIFICATION FACTOR OF SPECIAL STEEL TRUSS MOMENT FRAMES [PDF]

open access: yesمجله مدل سازی در مهندسی, 2013
In recent decades the use of special truss moment frames has been developed as relatively new steel frame systems in high seismic zones. These frames dissipate the seismic energy through the specific ductile parts that are located near the middle of the ...
بهرام Navayi Neya   +2 more
doaj   +1 more source

Shaking Table Testing of a Low-Rise Reinforced Concrete Intermediate Moment Resisting Frame

open access: yesBuildings, 2022
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

Probabilistic Seismic Demand Assessment of Steel Moment Resisting Frames Isolated by LRB [PDF]

open access: yesNumerical Methods in Civil Engineering, 2017
Seismic isolation is an effective approach used in controlling the seismic responses and retrofitting of structures. The construction and installation of such systems are expanded nowadays due to modern improvements in technology.
N. Fanaie   +2 more
doaj   +1 more source

Identifying microscopic factors that influence ductility in disordered solids

open access: yesProceedings of the National Academy of Sciences, 2023
There are empirical strategies for tuning the degree of strain localization in disordered solids, but they are system-specific and no theoretical framework explains their effectiveness or limitations. Here, we study three model disordered solids: a simulated atomic glass, an experimental granular packing, and a simulated polymer glass.
Hongyi Xiao   +7 more
openaire   +2 more sources

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