STRENGTH OF WALL-SLAB JUNCTION OF A SHEAR WALL STRUCTURE - III

The results of experimental study conducted to investigate the effect of the two important parameters viz: the intensity of gravity load and the corridor opening width on the strength of wall-slab junction in laterally loaded tall buildings consisting of shear walls and coupling slabs, are presented in this paper. The effect of these two parameters was studied by testing the models of group II and group III of MT-series.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/02547821
• Corporate Authors:

  Mehran University of Engineering and Technology

  Department of Civil Engineering
  Jamshoro, Sindh  Pakistan 
• Authors:
  • Coull, A
  • BHATT, P
  • Memon, M
• Publication Date: 1987-7

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 1-9
• Serial:
  • Mehran University Research Journal of Engineering & Technology
  • Volume: 6
  • Issue Number: 3
  • Publisher: Mehran University of Engineering and Technology
  • ISSN: 0254-7821
  • EISSN: 2413-7219
  • Serial URL: https://publications.muet.edu.pk/index.php/muetrj/index
• Publication flags:

  Open Access (libre)

Subject/Index Terms

• TRT Terms: Loads; Mathematical models; Shear walls; Slabs; Strength of materials; Structural analysis; Testing
• Uncontrolled Terms: Models; Structural adequacy
• Subject Areas: Bridges and other structures; Highways; I20: Design and Planning of Transport Infrastructure;

Filing Info

• Accession Number: 00464576
• Record Type: Publication
• Files: TRIS
• Created Date: Dec 31 1987 12:00AM