Výsledky vyhledávání - "Sasankasekhar Mandal"

Akademický článek

Effect of wind loading pattern on shear lag phenomenon in framed-Tube Building

Autor: Ashish Singh, Sasankasekhar Mandal, Piyush Gaikwad

Publikováno v: Journal of Rehabilitation in Civil Engineering, Vol 12, Iss 1, Pp 1-17 (2024)

High-rise tubular buildings experience the shear lag phenomenon due to wind load. This phenomenon results in tension in upper storey columns that may adversely affect building stability. Shear lag varies with many factors such as building layout, out

Externí odkaz: https://doaj.org/article/60829339d1bf4f2bacaebbe0b67fa8a2

Zobrazit plný text záznamu

Akademický článek

Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings

Autor: Mangeshkumar R. Shendkar, Denise-Penelope N. Kontoni, Ercan Işık, Sasankasekhar Mandal, Pabitra Ranjan Maiti, Ehsan Harirchian

Publikováno v: Shock and Vibration, Vol 2022 (2022)

Infill walls are the most common separator panels in typical reinforced-concrete (RC) frame structures. It is crucial to investigate the influence of the infill walls on the earthquake behavior of RC frames. The load resistance of infill materials wa

Externí odkaz: https://doaj.org/article/b4e8858f54864dba9987eac71ee2b459

Zobrazit plný text záznamu

Plný text ve formátu HTML

Akademický článek

Seismic Evaluation and Retrofit of Reinforced Concrete Buildings with Masonry Infills Based on Material Strain Limit Approach

Autor: Mangeshkumar R. Shendkar, Denise-Penelope N. Kontoni, Sasankasekhar Mandal, Pabitra Ranjan Maiti, Omid Tavasoli

Publikováno v: Shock and Vibration, Vol 2021 (2021)

The seismic evaluation and retrofit of reinforced concrete (RC) structures considering masonry infills is the correct methodology because the infill walls are an essential part of RC structures and increase the stiffness and strength of structures in

Externí odkaz: https://doaj.org/article/1bfff8af7fa246869c68635dd3eaf413

Zobrazit plný text záznamu

Akademický článek

Effect of Lintel Beam on Seismic Response of Reinforced Concrete Buildings with Semi-Interlocked and Unreinforced Brick Masonry Infills

Autor: Mangeshkumar R. Shendkar, Denise-Penelope N. Kontoni, Sasankasekhar Mandal, Pabitra Ranjan Maiti, Dipendra Gautam

Publikováno v: Infrastructures, Vol 6, Iss 1, p 6 (2021)

The primary focus of this study is to evaluate the nonlinear response of reinforced concrete (RC) frames with two types of brick infills viz., unreinforced brick masonry infill (URM) and semi-interlocked brick masonry infill (SIM) together with linte

Externí odkaz: https://doaj.org/article/e6b8617a6156420ca33f1de2d7e8f8c0

Zobrazit plný text záznamu