Author: M. Z. CohnPublisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 544
Book Description
Symposium on Inelasticity and Non-linearity in Structural Concrete, University of Waterloo, January - June 1972
Author: M. Z. CohnPublisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 544
Book Description
Advances in Engineering Structures, Mechanics & Construction
Author: M. PandeyPublisher: Springer Science & Business Media
ISBN: 1402048912
Category : Science
Languages : en
Pages : 847
Book Description
This book presents the proceedings of an International Conference on Advances in Engineering Structures, Mechanics & Construction, held in Waterloo, Ontario, Canada, May 14-17, 2006. The contents include contains the texts of all three plenary presentations and all seventy-three technical papers by more than 153 authors, presenting the latest advances in engineering structures, mechanics and construction research and practice.
Symposium on Inelasticity and Non-linearity in Structural Concrete, University of Waterloo, January - June 1972
Author: M. Z. CohnPublisher:
ISBN: 9780888980052
Category : Concrete
Languages : en
Pages : 634
Book Description
Applied Mechanics Reviews
Author: Structures hyperstatiques 2ème partie document de travail
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 261
Book Description
National Union Catalog
Author: Canadiana
Author: Magazine of Concrete Research
Author: Subject Catalog
Author: Library of CongressPublisher:
ISBN:
Category :
Languages : en
Pages : 1032
Book Description
Effects of Shear Stirrup Details on Ultimate Capacity and Tensile Membrane Behavior of Reinforced Concrete Slabs
Author: Stanley C. WoodsonPublisher:
ISBN:
Category : Blast effect
Languages : en
Pages : 190
Book Description
At the time this study was initiated, civil defense planning in the United States called for the evacuation of nonessential personnel to safe host areas when a nuclear attack is probable, requiring the construction of blasts shelters to protect the keyworkers remaining in the risk areas. The placement of shear stirrups in the one-way reinforced concrete roof slabs of the shelters will contribute significantly to project costs. Ten one-way reinforced concrete slabs were statically and uniformly loaded with water pressure, primarily to investigate the effect of stirrups and stirrup details on the load-response behavior of the slabs. The slabs had clear spans of 24.0 inches, span to effective depth ratios of 12.4, tensile reinforcement of 0.75 percent, and concrete strengths of approximately 5,000 psi. The test series significantly increased the data base for uniformly loaded one-way slabs. Support rotations between 13.1 and 20.6 degrees were observed. A more ductile behavior was observed in slabs with construction details, implying better concrete confinement due to more confining steel (i.e., closely spaced stirrups, double-leg stirrups, and closely spaced principal reinforcing bars). The parameters investigated did not appear to have a significant effect on ultimate load capacity.