Earthquake Retrofitting of “Soft-Story” RC Frame Structures with RC Infills
Multi-story, old reinforced concrete (RC) structures with a “soft-story” on the ground floor, sustain considerable damage to the soft story during earthquakes due to the presence of masonry infills in the upper stories.
George C. Manos +3 more
doaj +3 more sources
Effect of soft story on structural response of high rise buildings. [PDF]
Severe structural damage suffered by several modern buildings during recent earthquakes illustrates the importance of avoiding sudden changes in lateral stiffness and strength.
Abang Ali, Abang Abdullah +5 more
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Effect of a Near Fault on the Seismic Response of a Base-Isolated Structure with a Soft Storey
This study focuses on the soft-storey behavior of RC structures with lead core rubber bearing (LRB) isolation systems under near and far-fault motions.
Athamnia B., Ounis A., Abdeddaim M.
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Soft Story Design of Reinforced Concrete Structures with Masonry Infill Walls [PDF]
Based on the seismic design codes to prevent soft-story failure, columns of a soft story must be designed for amplified loads due to the discontinuity of braces or shear walls in that story.
Seyed Mojtaba Hosseini Gelekolai +1 more
doaj +1 more source
Investigation of seismic response of asymmetric buckling restrained braced frames equipped with zipper struts [PDF]
One of the most important deficiency of buckling restrained braced frames is the concentration of lateral drifts in some specific stories and the soft story mechanism, under moderate to severe earthquakes.
Nader Hoveidae, Navid Ahmadi
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Evaluation of Park-Ang Damage Indicator in collisions of two adjacent frames under the near-fault field disturbances [PDF]
Pounding of adjacent buildings during earthquake causes local and total damages in buildings. One of the ways to reduce the damage in pounding, is creating a separation gap between two adjacent buildings.
Mohsen Gerami +3 more
doaj +1 more source
Reinforced concrete (RC) frame structures with open first stories and masonry infill walls at the upper stories are very common in seismic areas. Under strong earthquakes, most of the energy dissipation demand imposed by the earthquake concentrates in ...
Santiago Mota-Páez +2 more
doaj +1 more source
Numerical Study of Structure-Soil-Structure Interaction Effects on Deflection Amplification Factor and Correction for Special Steel Moment Frames [PDF]
Considering the importance of the deflection amplification factor ,Cd, in the structural design and the lack of consideration of the structure-soil-structure interaction effects on structural response, this paper has investigated the effects of the most ...
Reza Esmailzadeh Shahri, Abbas Karamodin
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Evaluation of Using Strong Column-Weak Beam Requirements in Prequalified Welded Connections in Intermediate Steel Moment Frame [PDF]
Beams are genarally used to face bendind force and columns are used to face axial load. as the seismic load comes parallely with respect to earth surface. so the column faces the load pependicularly which is very risky for the column.
Mohammad Ali Kafi, payam tarighi
doaj +1 more source
Soft stories in buildings are well-known to present structural vulnerabilities during seismic events, and the failure of non-structural components (NSCs) has been evident in past earthquakes, along with structural damage.
P. Vyshnavi +6 more
doaj +1 more source

