Cause analysis and treatment of accident caused by overhanging beam quality
2.
The definition of the equivalent calculated length coefficient of the mono - overhanging beam in the analysis of its overall stability
3.
While loading rectangular - section overhanging beam with one - side fillet , usually there is stress concentration problem occurred at the fillet position of part
4.
The barrel shape structure work like an overhanging beam and when subjected to earthquake load , its dynamic stress of outer frame is greater than that of inner tube
5.
The last part offers some examples . it includes the single site damage detection of continuous beam , simple support beam , fixed end beam , overhanging beam , truss , and the multipoint damage detection of simple support beam
6.
Abstract : the system , in the span - by - span construction of brid ge , willexperience three kinds of shifts from the state of simple beam to the continuous state , from overhanging beam to the continuous beam and from few - spans continuous beam to required degree span by span . meanwhile , structural calculatin g graphics and the internal force are changing with the three shifts
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