A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
ANALYSIS OF CONCRETE MASONARY BEAMS
This paper presents an in depth Structural Engineering and Structural Reliability of concrete masonary beams. The ductile response of masonary beams was studied in detail. A limit-state design methodology for reinforced concrete masonary beams is presented in this paper based on the principles of structural reliability. Recommended values of capacity reduction factors were developed that explicitly account the design safety of the limit states. The reinforcing steel bars are uniformly distributed throughout the beam section. Three different ductility definitions (Strain, Curvature, and Displacement) were studied and presented. This paper also formulated a structural reliability analysis method to establish limitations on the quantity of steel in masonary beams. Equations were derived for the expected capacity at yield and ultimate limit states. An important part of this paper was to quantify the uncertainty in the design capacity of concrete masonary beams of different limit states resulting from the variation of design variables. A famous analysis i.e. ’Monte Carlo’ analysis was performed to incorporate the uncertainties in material properties, Structural engineering Equations, and construction quality control.
ANALYSIS OF CONCRETE MASONARY BEAMS
This paper presents an in depth Structural Engineering and Structural Reliability of concrete masonary beams. The ductile response of masonary beams was studied in detail. A limit-state design methodology for reinforced concrete masonary beams is presented in this paper based on the principles of structural reliability. Recommended values of capacity reduction factors were developed that explicitly account the design safety of the limit states. The reinforcing steel bars are uniformly distributed throughout the beam section. Three different ductility definitions (Strain, Curvature, and Displacement) were studied and presented. This paper also formulated a structural reliability analysis method to establish limitations on the quantity of steel in masonary beams. Equations were derived for the expected capacity at yield and ultimate limit states. An important part of this paper was to quantify the uncertainty in the design capacity of concrete masonary beams of different limit states resulting from the variation of design variables. A famous analysis i.e. ’Monte Carlo’ analysis was performed to incorporate the uncertainties in material properties, Structural engineering Equations, and construction quality control.
ANALYSIS OF CONCRETE MASONARY BEAMS
Shah, Syed Abid Ali (author) / Kayani, M.K. R. (author) / Ali, Qaisar (author)
2017-12-23
JOURNAL OF ENGINEERING AND APPLIED SCIENCES; Vol 19 No 2 (2000): Journal of Engineering and Applied Sciences (JEAS); 69-78 ; 2518-4571 ; 1023-862X
Article (Journal)
Electronic Resource
English
DDC:
690
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