Results 1 to 10 of about 165,347 (207)

Response Modification Factor of RC Frames Strengthened with RC Haunches [PDF]

open access: yesShock and Vibration, 2020
This paper presents experimental and numerical studies carried out on two-story reinforced concrete (RC) frames having weaker beam-column joints, which were retrofitted with reinforced concrete haunches to avoid joint panel damage under seismic actions ...
Junaid Akbar   +4 more
doaj   +2 more sources

Behaviour of Strengthened RC Frames with Eccentric Steel Braced Frames [PDF]

open access: yesE3S Web of Conferences, 2017
After devastating earthquakes in recent years, strengthening of reinforced concrete buildings became an important research topic. Reinforced concrete buildings can be strengthened by steel braced frames.
Kamanli Mehmet, Unal Alptug
doaj   +3 more sources

Damage Sensitive-Stories of RC and Steel Frames under Critical Mainshock-Aftershock Ground Motions [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2022
Cumulated damages caused by the past earthquakes lead to structural damage. Ensuring the safety of individuals – especially in highly populated buildings – and the continuity of immediate occupancy in consecutive earthquakes with short periods is an ...
Elham Rajabi, Gholamreza Ghodrati Amiri
doaj   +1 more source

Advanced Composite Retrofit of RC Columns and Frames with Prior Damages—Pseudodynamic Finite Element Analyses and Design Approaches

open access: yesFibers, 2021
This study develops three-dimensional (3D) finite element (FE) models of composite retrofits in deficient reinforced concrete (RC) columns and frames. The aim is to investigate critical cases of RC columns with inadequate lap splices of bars or corroded ...
Theodoros Rousakis   +2 more
doaj   +1 more source

The Influence of the Flexural Strength Ratio of Columns to Beams on the Collapse Capacity of RC Frame Structures

open access: yesBuildings, 2022
Reinforced concrete (RC) frames are designed based on the strong column-weak beam (SCWB) philosophy to reduce structural damage and collapse during earthquakes.
Maosheng Gong   +4 more
doaj   +1 more source

Seismic Performance Target and Fragility of Masonry Infilled RC Frames under In-Plane Loading

open access: yesBuildings, 2022
Masonry infilled RC frames are one of the most common structural forms, the damage of which, in earthquake events, usually cause serious losses. The determination of the seismic performance target is the key foundation of performance-based seismic ...
Chunhui Liu   +4 more
doaj   +1 more source

Response of Masonry-Infilled Reinforced Concrete Frames Strengthened at Interfaces with Geo-Fabric under In-Plane Loads

open access: yesBuildings, 2023
The interfaces between masonry infill and reinforced concrete (MI-RC) frames are identified as the weakest regions under lateral loads. Hence, the behavior of such frames under lateral loads can be understood mainly through experimental investigations ...
K. S. Sreekeshava   +2 more
doaj   +1 more source

The use of steel X-bracing combined with shear link to seismically upgrading reinforced concrete frames

open access: yesJournal of Engineering and Applied Science, 2023
This study examines the feasibility of utilizing steel concentrically X-bracing rigidly connected to shear link to retrofit seismically defected reinforced concrete (RC) frames.
Ashraf Osman, Ahmed E. Farouk
doaj   +1 more source

Strengthening of RC Frames With Infill Walls Using High Strength Lightweight Concrete Panels

open access: yesJournal of Sustainable Construction Materials and Technologies, 2023
This study proposed a practical seismic retrofit method for RC frames. For this purpose, a quasi-static loading was applied to 8 RC frames in finite element analysis software, Abaqus, and frames were pushed 45 mm laterally. High-strength fiber-reinforced
Hakan Koman
doaj   +1 more source

Analysis of the Seismic Performance of a Masonry Structure with RC Frames on the First Story with Concrete-Filled Steel Tubular Dampers

open access: yesApplied Sciences, 2023
The concrete shear walls of masonry structures with RC frames on the first story are low-rise shear walls with a height–width ratio of less than 1. The strength, stiffness, and ductility of these low-rise shear walls are not matched, resulting in poor ...
Youfa Yang, Feihu Li, Feiyu Wang
doaj   +1 more source

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