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- W2362672575 abstract "Nine specimens of eccentric beam column connections were tested under reversed cyclic loading.Experimental and analytical studies were carried out to investigate the influence of eccentricity and spread ended beam width on crack resistance in the core area of eccentric joints.The first crack load and the distribution of cracks were measured in the experiment.An equation is developed to calculate crack resistance capacity of eccentric beam column joints.Some suggestions on improving crack resistance of eccentric joints are proposed." @default.
- W2362672575 created "2016-06-24" @default.
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- W2362672575 date "2003-01-01" @default.
- W2362672575 modified "2023-09-25" @default.
- W2362672575 title "Crack Resistance of Eccentric Beam-column Connections in Reinforced Concrete Frames" @default.
- W2362672575 hasPublicationYear "2003" @default.
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