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Elastic behavior of prestressed components and their allowable stresses and load factors are evaluated with respect to earthquake loads; energy absorption capacity of prestressed members under flexure, shear, combined bending, and shear is reviewed; prestressing of concrete slabs, shafts and rigid frames for earthquake resistance in buildings is described; seismic design of tall buildings for dynamic loads is compared to design for static loads using code values.
Elastic behavior of prestressed components and their allowable stresses and load factors are evaluated with respect to earthquake loads; energy absorption capacity of prestressed members under flexure, shear, combined bending, and shear is reviewed; prestressing of concrete slabs, shafts and rigid frames for earthquake resistance in buildings is described; seismic design of tall buildings for dynamic loads is compared to design for static loads using code values.
Design of prestressed concrete buildings for earthquake resistance
ASCE -- Proc (J Structural Div)
Lin, T.Y. (Autor:in)
1965
17 pages
Aufsatz (Zeitschrift)
Englisch
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