Rajarshi Das

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Publications (21)

• Cyclic Behavior of Clay Masonry Walls Including Acoustic Insulation Devices
  2025 DOI: 10.1007/978-3-031-73314-7_78
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• Experimental Characterization of the Shear Resistance of Clay Masonry Walls Including an AAC Isolating Base Layer
  2025 DOI: 10.1007/978-3-031-73310-9_31
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• Experimental characterization of the in-plane shear strength of unreinforced masonry walls with damp-proof course and thermal break layer
  Journal of Building Engineering 2024 DOI: 10.1016/j.jobe.2024.111314
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• HCWs with Replaceable Shear Links: Experimental Input and Seismic Performance of a Multi-Story Building
  2024 DOI: 10.1007/978-3-031-62884-9_85
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• Load introduction and force-transfer mechanisms at steel profile-concrete interface
  2023 DOI: 10.1201/9781003149811-2
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• Transition between composite and reinforced concrete components
  2023 DOI: 10.1201/9781003149811-5
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• An overview of remote monitoring methods in biodiversity conservation
  Rout George Kerry, Francis Jesmar P. Montalbo, Rajeswari Das +10 more
  Environmental Science and Pollution Research 2022 DOI: 10.1007/s11356-022-23242-y
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• Experimental Characterization of the Initial Shear Strength of Composite Masonry including AAC Blocks and DPC Layers
  Sustainability 2021 DOI: 10.3390/su132212749
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• Laser Cut passing‐through Open‐to‐CHS Beam‐to‐Column Connections
  ce/papers 2021 DOI: 10.1002/cepa.1385
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• Design and analysis of laser-cut based moment resisting passing-through I-beam-to-CHS column joints
  Journal of Constructional Steel Research 2020 DOI: 10.1016/j.jcsr.2020.106015
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• Characterization of moment resisting I-beam to circular hollow section column connections resorting to passing-through plates
  Engineering Structures 2020 DOI: 10.1016/j.engstruct.2020.110356
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• Laser‐cut I‐beam‐to‐CHS column moment‐resisting steel joints
  Steel Construction 2020 DOI: 10.1002/stco.202000006
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• Characterization and optimization of a steel beam to RC wall connection for use in innovative hybrid coupled wall systems
  Structures 2020 DOI: 10.1016/j.istruc.2019.10.011
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• LASTEICON OPEN‐TO‐CHS BEAM‐TO‐COLUMN CONNECTIONS
  ce/papers 2019 DOI: 10.1002/cepa.1216
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• EARTHQUAKE RESISTING POTENTIAL OF INNOVATIVE HYBRID COUPLED SHEAR WALLS WITH LASER-CUT OPEN-TO-CIRCULAR HOLLOW SECTION CONNECTIONS
  PhD Thesis, Hasselt University 2019
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• Comparison of two different Innovative Solutions for IPE Beam to CHS Column Connections
  SDSS 2019 - International Colloquium on Stability and Ductility of Steel Structures 2019
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• Optimizing the coupling ratio of seismic resistant HCW systems with shear links
  Journal of Constructional Steel Research 2018 DOI: 10.1016/j.jcsr.2018.04.026
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• CHARACTERIZATION AND OPTIMIZATION OF THE STEEL BEAM TO RC WALL CONNECTION FOR USE IN INNOVATIVE HYBRID COUPLED SHEAR WALL SYSTEMS
  Proceedings 12th international conference on Advances in Steel-Concrete Composite Structures - ASCCS 2018 2018 DOI: 10.4995/asccs2018.2018.6995
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• AN APPROACH TOWARDS EMBEDDED STRUCTURAL STEEL CONNECTIONS FOR USE IN AN INNOVATIVE HCW SYSTEM
  16th European Conference on Earthquake Engineering 2018
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• 11.33: Performance evaluation of an innovative HCW system with Shear Dissipative Links
  ce/papers 2017 DOI: 10.1002/cepa.362
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