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Problems associated with limit state design philosopy are discussed and indications are given of some clauses which have been drafted for Unified British Standard Code of Practice for Structural Concrete; suggested sequence of design is indicated and main clauses relevant to limit states of collapse, deflection and local damage are presented.
Problems associated with limit state design philosopy are discussed and indications are given of some clauses which have been drafted for Unified British Standard Code of Practice for Structural Concrete; suggested sequence of design is indicated and main clauses relevant to limit states of collapse, deflection and local damage are presented.
Application of limit state design
Concrete
Anchor, R.D. (Autor:in)
Concrete ; 2
1968
5 pages
Aufsatz (Zeitschrift)
Englisch
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