Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Sandip Kumar Saha"'
Autor:
Sandip Kumar Saha, Golam Mohiuddin, Manoj Kumar Paul, Santosh Prasad Gupta, Raj Kumar Khan, Sharmistha Ghosh, Santanu Kumar Pal
Publikováno v:
ACS Omega, Vol 4, Iss 4, Pp 7711-7722 (2019)
Externí odkaz:
https://doaj.org/article/75209e9364ed4221be57279d30106163
Autor:
Hitesh Kumar, Sandip Kumar Saha
Publikováno v:
Journal of Earthquake Engineering. :1-26
Influence of masonry infills on blast response of earthquake-resistant reinforced concrete buildings
Publikováno v:
Structures. 50:908-924
Autor:
Mahipal Kulariya, Sandip Kumar Saha
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. :1-16
Earthquake-induced landslide, a cascading hazard in hilly regions, can substantially increase the damaging effects of an earthquake. This necessitates performance evaluation of buildings situated in hilly regions under the effects of landslide-only a
Autor:
Yati Aggarwal, Sandip Kumar Saha
Publikováno v:
Structures. 44:1974-1994
Autor:
Alpana Baidya, Bandana Das, Santanu Majumder, Sandip Kumar Saha, Ranendu K. Nath, Manoj K. Paul
Publikováno v:
Journal of Surface Science and Technology. :43-66
Bent Core Mesogens are remarkably interesting achiral Liquid Crystals. These grab attention for their utility. The compound, taken for investigation, is a Schiff base addition product, composed of 2-(4β-aminophenyl)-5-(4?β-butyloxyphenyl)-1,3,4- th
Publikováno v:
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering. 9
Publikováno v:
Renewable Energy. 188:619-636
Autor:
Sangram Kumar Samal, Sandip Kumar Saha
Publikováno v:
Proceeding of 8th Thermal and Fluids Engineering Conference (TFEC).
Autor:
Yati Aggarwal, Sandip Kumar Saha
Publikováno v:
Structures. 34:224-238
This study focuses on investigating the effect of one or more open stories in reinforced concrete hilly buildings. Two building configurations, i.e., (i) stepback and (ii) split-foundation, with three different story ratios, are considered. Open stor