A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Strengthening column pedestals of multi-Storey building
Elastic design method was adopted to strengthen concrete pedestals at base of several columns that was required during construction of reinforced concrete building near Adelaide, Australia; to apply 700 psi laterally, it was proposed to surround each pedestal with cylindrical steel sleeve having longitudinal slit; with slit wedged open, space between sleeve and pedestal was filled with concrete; workability of procedure was verified by laboratory tests; data on hoop stresses induced in sleeves by axial loading of concrete pedestals, due to Poisson effect.
Strengthening column pedestals of multi-Storey building
Elastic design method was adopted to strengthen concrete pedestals at base of several columns that was required during construction of reinforced concrete building near Adelaide, Australia; to apply 700 psi laterally, it was proposed to surround each pedestal with cylindrical steel sleeve having longitudinal slit; with slit wedged open, space between sleeve and pedestal was filled with concrete; workability of procedure was verified by laboratory tests; data on hoop stresses induced in sleeves by axial loading of concrete pedestals, due to Poisson effect.
Strengthening column pedestals of multi-Storey building
Constr Rev
Pile, K.C. (author) / Opie, B.P. (author)
1964
4 pages
Article (Journal)
English
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Concrete column pedestals for footings
| Engineering Index Backfile | 1947
British Library Online Contents | 1997