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1.

図書

図書
edited by R.J.M. Sutherland
出版情報: Aldershot, Hampshire ; Brookfield, Vt. : Ashgate, c1997  xli, 382 p. ; 25 cm
シリーズ名: Studies in the history of civil engineering ; v. 9
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2.

図書

図書
edited by Heinz Palkowski, Kai-Michael Rudolph
出版情報: Stafa-Zurich, Switzerland : Trans Tech Publications, c2007-c2010  2 v. ; 25 cm
シリーズ名: Advanced materials research ; v. 22, 137
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3.

図書

図書
[by] Boris Bresler, T. Y. Lin [and] John B. Scalzi
出版情報: New York : Wiley, [1968]  xvii, 830 p ; 23 cm
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4.

図書

図書
William McGuire ; chapter 4 by George Winter
出版情報: Englewood Cliffs, N.J. : Prentice-Hall, c1968  xvii, 1112 p. ; 24 cm
シリーズ名: Prentice-Hall series in structural analysis and design
Prentice-Hall international series in theoretical and applied mechanics
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5.

図書

図書
edited by Patrick J. Dowling, Peter R. Knowles, Graham H. Owens
出版情報: London ; Boston : Butterworths, 1988  xv, 399 p. ; 24 cm
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6.

図書

図書
Jack C. McCormac
出版情報: Scranton : International Textbook Company, c1965  xvi, 542 p. ; 24 cm
シリーズ名: International textbooks in civil engineering
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7.

雑誌

雑誌
International Association for Bridge and Structural Engineering
出版情報: Zürich : International Association for Bridge and Structural Engineering
巻次年月次: -4/1990 (1990)
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8.

図書

図書
Pencoyd Iron Works
出版情報: Philadelphia : Press of Edward Stern & Co., 1896  v, 232, ix p., [31] p. of plates (1 folded) ; 18 cm
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9.

図書

図書
Roger P. Johnson ; with Fire Resisance chapter contributed by Yong C. Wang
出版情報: Hoboken, NJ : Wiley Blackwell, 2019  xix, 265 p. ; 25 cm
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目次情報: 続きを見る
Preface
Symbols, Terminology and Units
Introduction / 1:
Composite beams and slabs / 1.1:
Composite columns and frames / 1.2:
Design philosophy and the Eurocodes / 1.3:
Background / 1.3.1:
Limit state design philosophy / 1.3.2:
Properties of materials / 1.4:
Concrete / 1.4.1:
Reinforcing steel / 1.4.2:
Structural steel / 1.4.3:
Profiled steel sheeting / 1.4.4:
Shear connectors / 1.4.5:
Direct actions (loading) / 1.5:
Methods of analysis and design / 1.6:
Typical analyses / 1.6.1:
Non-Iinear global analysis / 1.6.2:
Shear Connection / 2:
Simply-supported beam of rectangular cross-section / 2.1:
No shear connection / 2.2.1:
Full interaction / 2.2.2:
Uplift / 2.3:
Methods of shear connection / 2.4:
Bond / 2.4.1:
Shear connection for profiled steel sheeting / 2.4.2:
Properties of shear connectors / 2.5:
Stud connectors used with profiled steel sheeting / 2.5.1:
Stud connectors in a 'lying' position / 2.5.2:
Example: stud connectors in a 'lying' position / 2.5.3:
Partial interaction / 2.6:
Effect of degree of shear connection on stresses and deflections / 2.7:
Longitudinal shear in composite slabs / 2.8:
The shear-bond test / 2.8.1:
Design by the m-k method / 2.8.2:
Defects of the m-k method / 2.8.3:
Simply-supported Composite Slabs and Beams / 3:
Example: layout, materials and loadings / 3.1:
Properties of concrete / 3.2.1:
Properties of other materials / 3.2.2:
Resistance of the shear connectors / 3.2.3:
Permanent actions / 3.2.4:
Variable actions / 3.2.5:
Composite floor slabs / 3.3:
Resistance of composite slabs to sagging bending / 3.3.1:
Resistance of composite slabs to longitudinal shear by the partial-interaction method / 3.3.2:
Resistance of composite slabs to vertical shear / 3.3.3:
Punching shear / 3.3.4:
Bending moments from concentrated point and line loads / 3.3.5:
Serviceability limit states for composite slabs / 3.3.6:
Example: composite slab / 3.4:
Profiled steel sheeting as formwork / 3.4.1:
Composite slab - flexure and vertical shear / 3.4.2:
Composite slab - longitudinal shear / 3.4.3:
Local effects of point load / 3.4.4:
Composite slab - serviceability / 3.4.5:
Example: composite slab for a shallow floor using deep decking / 3.4.6:
Comments on the designs of the composite slab / 3.4.7:
Composite beams - sagging bending and vertical shear / 3.5:
Effective cross-section / 3.5.1:
Classification of steel elements in compression / 3.5.2:
Resistance to sagging bending / 3.5.3:
Resistance to vertical shear / 3.5.4:
Resistance of beams to bending combined with axial force / 3.5.5:
Composite beams - longitudinal shear / 3.6:
Critical lengths and cross-sections / 3.6.1:
Non-ductile, ductile and super-ductile stud shear connectors / 3.6.2:
Transverse reinforcement / 3.6.3:
Detailing rules / 3.6.4:
Stresses, deflections and cracking in service / 3.7:
Elastic analysis of composite sections in sagging bending / 3.7.1:
The use of limiting span-to-depth ratios / 3.7.2:
Effects of shrinkage of concrete and of temperature / 3.8:
Vibration of composite floor structures / 3.9:
Prediction of fundamental natural frequency / 3.9.1:
Response of a composite floor to pedestrian traffic / 3.9.2:
Hollow-core and solid precast floor slabs / 3.10:
Joints, longitudinal shear and transverse reinforcement / 3.10.1:
Design of composite beams that support precast slabs / 3.10.2:
Example: simply-supported composite beam / 3.11:
Composite beam - full-interaction flexure and vertical shear / 3.11.1:
Composite beam - partial shear connection, non-ductile connectors and transverse reinforcement / 3.11.2:
Composite beam - deflection and vibration / 3.11.3:
Shallow floor construction / 3.12:
Example: composite beam for a shallow floor using deep decking / 3.13:
Composite beams with large web openings / 3.14:
Continuous Beams and Slabs, and Beams in Frames / 4:
Types of global analysis and of beam-to-column joint / 4.1:
Hogging moment regions of continuous composite beams / 4.2:
Resistance to bending / 4.2.1:
Vertical shear, and moment-shear interaction / 4.2.2:
Longitudinal shear / 4.2.3:
Lateral buckling / 4.2.4:
Cracking of concrete / 4.2.5:
Global analysis of continuous beams / 4.3:
General / 4.3.1:
Elastic analysis / 4.3.2:
Rigid-plastic analysis / 4.3.3:
Stresses and deflections in continuous beams / 4.4:
Design strategies for continuous beams / 4.5:
Example: continuous composite beam / 4.6:
Data / 4.6.1:
Flexure and vertical shear / 4.6.2:
Shear connection and transverse reinforcement / 4.6.3:
Check on deflections / 4.6.5:
Control of cracking / 4.6.6:
Continuous composite slabs / 4.7:
Composite Columns and Frames / 5:
Composite columns / 5.1:
Beam-to-column joints / 5.3:
Properties of joints / 5.3.1:
Classification of joints / 5.3.2:
Design of non-sway composite frames / 5.4:
Imperfections / 5.4.1:
Elastic stiffnesses of members / 5.4.2:
Methods of global analysis / 5.4.3:
First-order global analysis of braced frames / 5.4.4:
Outline sequence for design of a composite braced frame / 5.4.5:
Example: composite frame / 5.5:
Design action effects and load arrangements / 5.5.1:
Simplified design method of EN 1994-1-1, for columns / 5.6:
Detailing rules, and resistance to fire / 5.6.1:
Properties of column lengths / 5.6.3:
Resistance of a cross-section to combined compression and uniaxial bending / 5.6.4:
Verification of a column length / 5.6.5:
Transverse and longitudinal shear / 5.6.6:
Concrete-filled steel tubes / 5.6.7:
Example (continued): external column / 5.7:
Action effects / 5.7.1:
Properties of the cross-section, and y-axis slenderness / 5.7.2:
Resistance of the column length, for major-axis bending / 5.7.3:
Resistance of the column length, for minor-axis bending / 5.7.4:
Checks on shear, and closing comment / 5.7.5:
Example (continued): internal column / 5.8:
Global analysis / 5.8.1:
Resistance of an internal column / 5.8.2:
Comment on column design / 5.8.3:
Example (continued): design of frame for horizontal forces / 5.9:
Design loadings, ultimate limit state / 5.9.1:
Stresses and stiffness / 5.9.2:
Example (continued): joints between beams and columns / 5.10:
Nominally-pinned joint at external column / 5.10.1:
End-plate joint at internal column / 5.10.2:
Example: concrete-filled steel tube with high-strength materials / 5.11:
Loading / 5.11.1:
Action effects for the column length / 5.11.2:
Effect of creep / 5.11.3:
Slenderness / 5.11.4:
Bending moment / 5.11.5:
Interaction polygon, and resistance / 5.11.6:
Discussion / 5.11.7:
Fire Resistance / Yong C. Wang6:
General introduction and additional symbols / 6.1:
Fire resistance requirements / 6.1.1:
Fire resistance design procedure / 6.1.2:
Partial safety factors and material properties / 6.1.3:
Composite slabs / 6.2:
General calculation method / 6.2.1:
Tabulated data / 6.2.2:
Tensile membrane action / 6.2.3:
Composite beams / 6.3:
Critical temperature method / 6.3.1:
Temperature of protected steel / 6.3.2:
Load-carrying capacity calculation method / 6.3.3:
Appraisal of different calculation methods for composite beams / 6.3.4:
Shear resistance / 6.3.5:
General calculation method and methods for different types of columns / 6.4:
Concrete-filled tubes / 6.4.2:
"Worked example for concrete-filled tubes with eccentric loading / 6.4.3:
Partial-interaction theory / A:
Theory for simply-supported beam / A.l:
Example: partial interaction / A.2:
References
Index
Preface
Symbols, Terminology and Units
Introduction / 1:
10.

図書

図書
Roger L. Brockenbrough, editor ; Frederick S. Merritt, editor
出版情報: New York : McGraw Hill, c2011  1 v. (various pagings) ; 25 cm
所蔵情報: loading…
目次情報: 続きを見る
Properties of Structural Steels and Effects of Steelmaking and Fabrication / Chapter 1:
Fabrication and Erection / Chapter 2:
Connections / Chapter 3:
Building Codes, Loads, and Fire Protection / Chapter 4:
Criteria for Building Design / Chapter 5:
Design of Building Members / Chapter 6:
Floor and Roof Systems / Chapter 7:
Lateral-Force Design / Chapter 8:
Cold-Formed Steel Design / Chapter 9:
Highway Bridge Design Criteria / Chapter 10:
Railroad Bridge Design Criteria / Chapter 11:
Beam and Girder Bridges / Chapter 12:
Truss Bridges / Chapter 13:
Arch Bridges / Chapter 14:
Cable-Suspended Bridges / Chapter 15:
Properties of Structural Steels and Effects of Steelmaking and Fabrication / Chapter 1:
Fabrication and Erection / Chapter 2:
Connections / Chapter 3:
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