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Elastic behavior of prestressed components and their allowable stresses and load factors are discussed with respect to earthquake loads; energy absorption capacity of prestressed members under flexure, shear, and 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 static loads using code values.
Elastic behavior of prestressed components and their allowable stresses and load factors are discussed with respect to earthquake loads; energy absorption capacity of prestressed members under flexure, shear, and 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 static loads using code values.
Design of prestressed concrete buildings for earthquake resistance
Prestressed Concrete Inst -- J
Lin, T.Y. (Autor:in)
1964
17 pages
Aufsatz (Zeitschrift)
Englisch
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