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The Resource Elementary behaviour of composite steel and concrete structural members, Deric J. Oehlers, Mark A. Bradford

Elementary behaviour of composite steel and concrete structural members, Deric J. Oehlers, Mark A. Bradford

Label
Elementary behaviour of composite steel and concrete structural members
Title
Elementary behaviour of composite steel and concrete structural members
Statement of responsibility
Deric J. Oehlers, Mark A. Bradford
Creator
Contributor
Subject
Language
eng
Cataloging source
UKM
http://library.link/vocab/creatorName
Oehlers, Deric J
Illustrations
illustrations
Index
index present
Literary form
non fiction
Nature of contents
bibliography
http://library.link/vocab/relatedWorkOrContributorDate
1955-
http://library.link/vocab/relatedWorkOrContributorName
Bradford, M. A.
http://library.link/vocab/subjectName
  • Composite construction
  • Structural analysis (Engineering)
  • Concrete structures
  • Building, iron and steel
  • Structural design
Label
Elementary behaviour of composite steel and concrete structural members, Deric J. Oehlers, Mark A. Bradford
Instantiates
Publication
Bibliography note
Includes bibliographical references and index
Contents
  • Concrete
  • Rigid plastic properties
  • Partial shear connection
  • Equilibrium of forces
  • Partial interaction
  • Slip and slip strain
  • Degree of interaction
  • Buckling
  • Lateral-distortional buckling
  • Local buckling
  • Composite structures
  • Sizing of members
  • Shear lag
  • General
  • Sizing for effective width
  • Effective section of a composite member
  • Local buckling
  • General
  • Initial local buckling
  • Beams in positive bending
  • Local buckling in shear
  • Design criteria
  • Concrete-filled steel tubes
  • Elastic analysis of composite beams
  • Linear material properties
  • Full interaction analysis
  • Elastic transformed cross-sections
  • Continuous composite beams
  • Deflections due to creep
  • Deflections due to shrinkage
  • Partial shear connection
  • Simplified model
  • Characteristic values
  • Method of construction
  • General
  • Flexural stresses
  • Shear flow on connectors
  • Rigid plastic analysis of simply supported beams
  • Rigid plastic flexural capacity of standard composite beams
  • Equilibrium of forces at a design section
  • Steel component weakest
  • Concrete component weakest
  • Shear component weakest
  • Limit states design
  • Effect of vertical shear on the flexural capacity
  • Rigid plastic flexural capacity of encased composite beams
  • Variation of flexural capacity along the length of the beam
  • General
  • Uniformly distributed shear connection
  • Mechanical shear connectors
  • Material properties
  • Structural steel
  • Profiled steel
  • Reinforcing steel
Control code
ocm41661154
Dimensions
24 cm.
Extent
xviii, 259 p.
Isbn
9780750632690
Lccn
00266806
Other physical details
ill.
Label
Elementary behaviour of composite steel and concrete structural members, Deric J. Oehlers, Mark A. Bradford
Publication
Bibliography note
Includes bibliographical references and index
Contents
  • Concrete
  • Rigid plastic properties
  • Partial shear connection
  • Equilibrium of forces
  • Partial interaction
  • Slip and slip strain
  • Degree of interaction
  • Buckling
  • Lateral-distortional buckling
  • Local buckling
  • Composite structures
  • Sizing of members
  • Shear lag
  • General
  • Sizing for effective width
  • Effective section of a composite member
  • Local buckling
  • General
  • Initial local buckling
  • Beams in positive bending
  • Local buckling in shear
  • Design criteria
  • Concrete-filled steel tubes
  • Elastic analysis of composite beams
  • Linear material properties
  • Full interaction analysis
  • Elastic transformed cross-sections
  • Continuous composite beams
  • Deflections due to creep
  • Deflections due to shrinkage
  • Partial shear connection
  • Simplified model
  • Characteristic values
  • Method of construction
  • General
  • Flexural stresses
  • Shear flow on connectors
  • Rigid plastic analysis of simply supported beams
  • Rigid plastic flexural capacity of standard composite beams
  • Equilibrium of forces at a design section
  • Steel component weakest
  • Concrete component weakest
  • Shear component weakest
  • Limit states design
  • Effect of vertical shear on the flexural capacity
  • Rigid plastic flexural capacity of encased composite beams
  • Variation of flexural capacity along the length of the beam
  • General
  • Uniformly distributed shear connection
  • Mechanical shear connectors
  • Material properties
  • Structural steel
  • Profiled steel
  • Reinforcing steel
Control code
ocm41661154
Dimensions
24 cm.
Extent
xviii, 259 p.
Isbn
9780750632690
Lccn
00266806
Other physical details
ill.

Library Locations

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      Ashton Street, Liverpool, L69 3DA, GB
      53.418074 -2.967913
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