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Sekhar Chandra Dutta, FICE
Sekhar Chandra Dutta, FICE
Professor of Civil Engineering, Indian Institute of Technology(ISM) Dhanbad
Verified email at iitism.ac.in
Title
Cited by
Cited by
Year
A critical review and assessment for usage of recycled aggregate as sustainable construction material
N Kisku, H Joshi, M Ansari, SK Panda, S Nayak, SC Dutta
Construction and building materials 131, 721-740, 2017
5712017
A critical review on idealization and modeling for interaction among soil–foundation–structure system
SC Dutta, R Roy
Computers & structures 80 (20-21), 1579-1594, 2002
4982002
Response of low-rise buildings under seismic ground excitation incorporating soil–structure interaction
SC Dutta, K Bhattacharya, R Roy
Soil Dynamics and Earthquake Engineering 24 (12), 893-914, 2004
1862004
A critical review of retrofitting methods for unreinforced masonry structures
S Bhattacharya, S Nayak, SC Dutta
International Journal of Disaster Risk Reduction 7, 51-67, 2014
1792014
Search for associated production of a Z boson with a single top quark and for tZ flavour-changing interactions in pp collisions at TeV
AM Sirunyan, A Tumasyan, W Adam, E Asilar, T Bergauer, J Brandstetter, ...
Journal of High Energy Physics 2017 (7), 1-43, 2017
1282017
Measurement of the semileptonic tt-bar gamma production cross section in pp collisions at sqrt (s)= 8 TeV
CMS collaboration
arXiv preprint arXiv:1706.08128, 2017
123*2017
Search for an exotic decay of the Higgs boson to a pair of light pseudoscalars in the final state with two b quarks and two τ leptons in proton–proton collisions at s= 13TeV
AM Sirunyan, A Tumasyan, W Adam, F Ambrogi, E Asilar, T Bergauer, ...
Physics Letters B 785, 462-488, 2018
1212018
Assessing lateral period of building frames incorporating soil-flexibility
K Bhattacharya, SC Dutta
Journal of sound and vibration 269 (3-5), 795-821, 2004
832004
Search for an exotic decay of the Higgs boson to a pair of light pseudoscalars in the final state of two muons and two leptons in proton-proton collisions at 13 …
CMS collaboration
arXiv preprint arXiv:1805.04865, 2018
812018
Assessing the seismic torsional vulnerability of elevated tanks with RC frame-type staging
SC Dutta, SK Jain, CVR Murty
Soil Dynamics and Earthquake Engineering 19 (3), 183-197, 2000
772000
Soil–structure interaction in dynamic behaviour of elevated tanks with alternate frame staging configurations
S Dutta, A Mandal, SC Dutta
Journal of sound and vibration 277 (4-5), 825-853, 2004
752004
Analysis of the small amplitude sloshing of a liquid in a rigid container of arbitrary shape using a low‐order boundary element method
S Dutta, MK Laha
International Journal for Numerical Methods in Engineering 47 (9), 1633-1648, 2000
732000
Failure of masonry structures in earthquake: a few simple cost effective techniques as possible solutions
SC Dutta, S Nayak
Engineering Structures 106, 53-67, 2016
582016
Effect of soil-flexibility on dynamic behaviour of building frames on raft foundation
K Bhattacharya, SC Dutta, S Dasgupta
Journal of sound and vibration 274 (1-2), 111-135, 2004
532004
Validity and applicability of two simple hysteresis models to assess progressive seismic damage in R/C asymmetric buildings
SC Dutta, PK Das
Journal of Sound and vibration 257 (4), 753-777, 2002
502002
Alternate tank staging configurations with reduced torsional vulnerability
SC Dutta, SK Jain, CVR Murty
Soil Dynamics and Earthquake Engineering 19 (3), 199-215, 2000
492000
Dynamic behavior of R/C elevated tanks with soil–structure interaction
SC Dutta, S Dutta, R Roy
Engineering Structures 31 (11), 2617-2629, 2009
482009
Inelastic seismic demand of low-rise buildings with soil-flexibility
R Roy, SC Dutta
International Journal of Non-Linear Mechanics 45 (4), 419-432, 2010
452010
DIFFERENTIAL, SETTLEMENT AMONG ISOLATED FOOTINGS OF BUILDING FRAMES: THE PROBLEM
R Roy
Int. J. of Applied Mechanics and Engineering 6 (1), 165-186, 2001
452001
Inelastic seismic response of code-designed reinforced concrete asymmetric buildings with strength degradation
SC Dutta, PK Das
Engineering Structures 24 (10), 1295-1314, 2002
422002
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