Shreya Thusoo

ORCID: 0000-0001-7427-1696
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About
Contact & Profiles
Research Areas
  • Structural Load-Bearing Analysis
  • Geotechnical Engineering and Soil Stabilization
  • Structural Behavior of Reinforced Concrete
  • Seismic Performance and Analysis
  • Topology Optimization in Engineering
  • Composite Structure Analysis and Optimization
  • Tree Root and Stability Studies
  • Soil Mechanics and Vehicle Dynamics
  • Geotechnical Engineering and Soil Mechanics
  • Smart Parking Systems Research
  • Electrohydrodynamics and Fluid Dynamics
  • Geotechnical Engineering and Analysis
  • Structural Engineering and Vibration Analysis
  • Geotechnical and Geomechanical Engineering
  • Geotechnical Engineering and Underground Structures

Tokyo Institute of Technology
2019-2022

10.5281/zenodo.1099996 article EN World Academy of Science, Engineering and Technology, International Journal of Mechanical, Aerospace, Industrial, Mechatronic and Manufacturing Engineering 2015-03-05

i-manager's Journal on Future Engineering and Technology, Software Engineering, Electrical Electronics of Educational Psychology, School English Language Teaching, Mechanical Civil Embedded Systems, Information Structural Communication Wireless Networks, Instrumentation Control Circuits Digital Signal Processing, Power Systems Computer Science, Material Cloud Computing, Image Mobile Applications Technologies, Pattern Recognition, Mathematics, Management, Nursing, Physical Sciences, Chemical...

10.26634/jste.2.4.2753 article EN i-manager’s Journal on Structural Engineering 2014-02-15

Authors : Shreya Thusoo, Karan Modi, Ankit Kumar Jha, Rajesh Abstract Since the evolution of computational tools and simulation software, there has been considerable increase in research on Soil Structure Interaction (SSI) to decrease time accuracy results. To aid designer with a proper understanding response structure different soil types, presented paper compares deformation, shear stress, acceleration other parameters multi-storey building for specific input ground motion using...

10.5281/zenodo.1124277 article EN cc-by Zenodo (CERN European Organization for Nuclear Research) 2016-03-03

<p>This paper discusses the seismic design policy and results for a novel pier-pile integrated rigid frame bridge, herein, denoted as Pier-Pile Integrated Structure. The novelty of structure lies in its foundation footing is eliminated leading to reduced substructure size, turn, cost, construction time, need topographic modification. traditional methodology foundations with assumption fixed support or member at does not hold these structures. Hence, proposed that considers ambiguity...

10.2749/newdelhi.2023.0474 article EN Report 2023-01-01
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