Results 201 to 210 of about 16,101 (266)

Novel dialdehyde fullerene-like carbon nanostructures from red garlic peels for naked-eye cyclohexane gas sensing and pH. [PDF]

Discov Nano
Tohamy HS.
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Comparing machine learning and deep learning approaches to predicting the seismic response of slab-column connections. [PDF]

Sci Rep
El-Mandouh MA, Youssef H, Elborlsy MS, Ebied MA.   +3 more
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Modeling and experimental analyses for Chitosan/Zinc oxide nanocomposite. [PDF]

Sci Rep
Elhaes H, Amin KS, El Desouky FG, Ibrahim MA.   +3 more
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Coverage Effects on Hydrogen Evolution across Metals, Oxides, MXenes, and Dichalcogenides. [PDF]

ACS Omega
Mocelim M, Freire RLH, Moraes PIR, Branco Neto MMC, Da Silva JLF.   +4 more
europepmc   +1 more source

Moment redistribution caused by beam fracture in steel moment frames

Moment redistribution caused by beam fracture in steel moment frames
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Yield Safety, Cracking Control, and Moment Redistribution

Journal of Structural Engineering, 1992
Yield safety is introduced as a variable that controls both the cracking under service conditions and the permissible redistribution of ductile structural concrete frameworks at the ultimate limit state. Limiting values of the yield safety that ensure satisfaction of the code-specified cracking criteria are derived from the results of a comprehensive ...
Cohn, M. Z., Riva, P.
openaire   +2 more sources

Moment redistribution in reinforced concrete beams

Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2010
Structural engineers have long recognised the importance of ductility in the design of reinforced concrete structures and, as a consequence, the importance of the ability of a reinforced concrete member to redistribute moment to give prior warning of failure, adjust the structural response to allow for variations in applied load and column drift, and ...
Oehlers, D., Haskett, M., Mohamed Sadakkathulla, M., Griffith, M.   +3 more
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MOMENT REDISTRIBUTION IN SKEWED SLAB BRIDGES.

Proceedings of the Institution of Civil Engineers, 1983
The behaviour of reinforced concrete, skewed slab bridges designed for standard highway loading is described. It is shown that the response at the serviceability and ultimate limit states is strongly influenced by the directions of reinforcing bars. However, redistributing reinforcement to avoid congestion did not greatly influence response to loading.
RJ COPE, PV RAO
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ASPECTS OF MOMENT REDISTRIBUTION BEHAVIOUR

2005
Moment redistribution in reinforced concrete beams has traditionally been considered as an Ultimate Limit State (ULS) phenomenon closely associated with considerations of reinforcement ductility. The work described here demonstrates that a significant proportion of this redistribution will almost always occur at the Serviceability Limit State (SLS ...
R H Scott, R T Whittle
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