Structural Engineering and Mechanics

  • 제16권4호
  • /
  • Pages.405-422
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  • 2003
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Energy dissipation response of brick masonry under cyclic compressive loading

  • Senthivel, R. (Department of Civil Engineering, Indian Institute of Technology) ;
  • Sinha, S.N. (Department of Civil Engineering, Indian Institute of Technology)
  • 투고 : 2002.08.12
  • 심사 : 2003.04.16
  • 발행 : 2003.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

Scaled brick masonry panels were tested under cyclic unialxial compression loading to evaluate its deformation characteristics. An envelope stress - strain curves, a common point curves and stability point curves were obtained for various cyclic test conditions. Loops of the stress-strain hysteresis were used to determine the energy dissipation for each cycle. Empirical expressions were proposed for the relations between energy dissipation and envelope and residual strains. These relations indicated that the decay of masonry strength starts at about two-third of peak stress.

키워드

참고문헌

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피인용 문헌

  1. Influence of bed joint orientation on interlocking grouted stabilised mud-flyash brick masonry under cyclic compressive loading vol.24, pp.5, 2006, https://doi.org/10.12989/sem.2006.24.5.585
  2. Behavior of Interlocking Grouted Stabilized Sand–Fly Ash Brick Masonry under Uniaxial Cyclic Compressive Loading vol.19, pp.11, 2007, https://doi.org/10.1061/(ASCE)0899-1561(2007)19:11(947)