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図書
図書
1. Composite structures of steel and concrete : beams, slabs, columns and frames for buildings. 4th ed
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：
2.

図書
図書
2. Structural iron, 1750-1850
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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3.

図書
図書
3. Design in structural steel. 2nd ed
[by] John E. Lothers
出版情報: Englewood Cliffs, N.J. : Prentice-Hall, 1965  xiii, 585 p. ; 24 cm
シリーズ名: Prentice-Hall civil engineering and engineering mechanics series
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4.

図書
図書
4. Structural steel design
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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5.

図書
図書
5. Design in structural steel. 3d ed
[by] John E. Lothers
出版情報: Englewood Cliffs, N.J. : Prentice-Hall, [1972]  xiii, 561 p ; 24 cm
シリーズ名: Prentice-Hall civil engineering and engineering mechanics series
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6.

図書
図書
6. Structural steel design (: hard ; : pbk.)
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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7.

図書
図書
7. Steel structures
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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8.

図書
図書
8. Steel in construction : convenient rules, formulæ and tables for the strength of steel shapes used as beams, struts, shafts, etc. : made by the Pencoyd Iron Works, A. & P. Roberts Company. 9th ed
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
9. Structural steel designer's handbook. 5th ed
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：
10.

図書
図書
10. Creation of high-strength structures and joints by setting up local material properties ([1] ; 2)
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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目次情報: 続きを見る
Local Strain Hardening of Metal Components by Means of Martensite Generation / Bernd Arno Behrens; Sven Hübner; Anas Bouguecha; Julian Knigge; Kathrin Voges-Schwieger; Katrin Weilandt
Use of the Aging Effect to Change the Local Properties of Structure Components / Mehdi Asadi; Nicole Schulze; Heinz Palkowski
Production of Customized High-Strength Hybrid Sandwich Structures / Olga Sokolova; Adele Carradó; Heinz Palkowski
Investigations into Manufacturing Composite Profiles Having Local Magnesium-Foam Reinforcements / Tillmann Plorin; Dirk Bormann; Torsten Heidenblut; Friedrich Wilhelm Bach
Laser Bead-on-Plate Welding and Overlap Seams for Increasing the Strength and Rigidity of High Strength Steel / Mitja Schimek; Dirk Herzog; Dietmar Kracht; Heinz Haferkamp
Forging of Aluminium Components under a Superimposed Hydrostatic Pressure to Induce Local Strain Hardening / Bernd Arno Behrens; Thomas Hagen; Andreas Klassen; Julian Knigge; Jens Mielke; Insa Pfeiffer
Development of Combined Manufacturing Technologies for High-Strength Structural Components / Berend Denkena; Bernd Breidenstein; Luis de Leon; Jan Dege
Investigation of the Process- and System-Induced Activation of Material Reactions during Discontinuous High-Frequency Welding / Volker Wesling; Antonia Schram; Henning Wiche
Optical Quality Control of High-Strength Structures / Berend Denkena; Hans Christian Möhring; Wolfram Acker; Evgeny Zaretskiy
Fatigue Life Calculation Concepts for Structures with Locally Modified Properties / Tim Medhurst; Alfons Esderts; Rainer Masendorf
Low Heat Joining - Manufacturing and Fatigue Strength of Brazed, Locally Hardened Structures / Volker Wesling; Antonia Schram; Mirjam Kessler
Setting of Gradient Material Properties and Quality Control of High Tension 3D NVEB-Weld Joints / Melanie Diebel; Gregor Mroz; Wojciech Frackowiak; Jasmin Hauer; Wilfried Reimche; Friedrich Wilhelm Bach
Systematic Design Approach to the Development of High-Strength, Locally Adapted Structures with the Aid of the Finite Element Design (FED) Method / Armin Lohrengel; Volker Wesling; Günter Schäfer; Antonia Schram; Sara Bessling; Pierre Echtermeyer; Konrad Stahr
Acoustic Measurements to Proof High-Strength Structures and Joints / A. Lohrengel; Daniel Thoden; Günter Schäfer
Local Strain Hardening of Metal Components by Means of Martensite Generation / Bernd Arno Behrens; Sven Hübner; Anas Bouguecha; Julian Knigge; Kathrin Voges-Schwieger; Katrin Weilandt
Use of the Aging Effect to Change the Local Properties of Structure Components / Mehdi Asadi; Nicole Schulze; Heinz Palkowski
Production of Customized High-Strength Hybrid Sandwich Structures / Olga Sokolova; Adele Carradó; Heinz Palkowski
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