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電子ブック

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Association for Symbolic Logic
出版情報: Berlin ; New York : Springer-Verlag
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電子ブック

EB
出版情報: Oxford : Woodhead Pub.
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電子ブック

EB
出版情報: Cambridge, England : Woodhead , Boca Raton, Fla : CRC Press
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電子ブック

EB
Ian Moir, Allan Seabridge, Roy Langton (editors)
出版情報: Chichester, West Sussex, England : Wiley
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電子ブック

EB
出版情報: Berlin : Springer  v. ; 24 cm
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電子ブック

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K. Maekawa, A. Pimanmas and H. Okamura
出版情報: [London] : Taylor & Francis Group , London : CRC Press, 2003  1 online resource (xlv, 721 p.)
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目次情報: 続きを見る
List of figures
List of tables
Preface
Acknowledgments
Analysis and modeling of reinforced concrete / Part 1:
Introduction / 1:
Behavioral simulation of structures / 1.1:
Engineering applications / 1.2:
Organization of the book / 1.3:
References
Two-dimensional analysis of reinforced concrete / 2:
The concept of smeared cracks: a space-averaged constitutive model / 2.1:
Direction of cracking / 2.2:
Implicit formulation: preliminary discussion / 2.3:
Explicit formulation: the active crack approach / 2.4:
The orthogonal two-way fixed crack model / 2.5:
The quasi-orthogonal two-way fixed crack approach / 2.6:
Verification of the two-way fixed crack model / 2.7:
Four-way fixed crack model / 2.8:
Verification of the four-way fixed crack model / 2.9:
Two-dimensional structural analysis / 2.10:
Shear failure of a high-strength concrete beam / 2.11:
A shear wall subject to horizontal two-directional loading / 2.12:
An underground box culvert / 2.13:
Three-dimensional analysis of reinforced concrete / 3:
General concept / 3.1:
An elasto-plastic and continuum-fracture model for uncracked concrete / 3.2:
A three-dimensional zoning concept and anisotropic post-cracking response / 3.3:
Nonlinear structural analysis / 3.4:
Nonlinear soil-structure interaction / 4:
The complete soil-structure system of nonlinearity / 4.1:
Modeling of soil and soil-RC interface / 4.2:
Nonlinear static response of underground RC structures / 4.3:
A nonlinear dynamic analysis of the RC-soil system / 4.4:
The failure/collapse mechanism of damaged underground structures / 4.5:
Three-dimensional analysis of shells and frames / 5:
Shell elements
Degenerated shell elements and layered formulations / 5.1:
Geometrical nonlinearity / 5.3:
Integration scheme / 5.4:
Crack patterns in a shell element subjected to out-of-plane transverse loads / 5.5:
Verification of shell element / 5.6:
Frame elements / Part 2:
Fiber formulation / 5.7:
Verification of frame elements / 5.8:
Buckling and spalling models / 5.9:
Frame members under large lateral deformation / 5.10:
Post-peak cyclic response analysis / 5.11:
Geometrical nonlinearity in the collapse of RC piers / 5.12:
Analysis of strengthened and retrofitted structures / 6:
Background / 6.1:
A structural steel model / 6.2:
A carbon fiber sheet model / 6.3:
A steel-concrete interface model / 6.4:
Concentric and eccentric compression of strengthened columns / 6.5:
RC columns strengthened by steel encasement / 6.6:
RC columns strengthened by carbon fiber sheet wrapping / 6.7:
Nonlinear interaction of multi-directional cracking / 7:
Crack-to-crack interaction / 7.1:
A beam containing pre-cracks: two-way crack interaction / 7.2:
Numerical simulation of non-orthogonal two-way crack interaction / 7.3:
Three-way crack interaction / 7.4:
Crack interaction in which two cracks are inclined close to each other / 7.5:
Shear failure of RC members subject to pre-cracking and combined axial tension and shear / 7.6:
Constitutive modeling of reinforced concrete
Stress transfer across reinforced concrete interfaces / 8:
Engineering needs / 8.1:
The basic joint element model / 8.2:
An enhanced joint element model / 8.3:
The elasto-plastic fracture model for concrete / 9:
Basic concepts of fracturing and plasticity / 9.1:
Continuum fracture in concrete nonlinearity under triaxial confinement / 9.2:
Plasticity in concrete nonlinearity / 9.3:
Triaxial elasto-plastic and fracture model for concrete / 9.4:
Strength and damage of confined concrete columns / 9.5:
Stress transfer across cracks in reinforced concrete / 10:
Micro-mechanics of crack face contact / 10.1:
Literature review / 10.2:
The basic contact density model / 10.3:
Verification of the basic contact density model / 10.4:
Characteristics of the stress transfer mechanism / 10.5:
Application of the stress transfer model to RC / 10.6:
Qualitative evaluation of the basic contact density model / 10.7:
The universal model of stress transfer across cracks in RC / 10.8:
Verification of the universal stress transfer model / 10.9:
Bond mechanics of reinforced concrete / 11:
Multi-scale modeling / 11.1:
Local bond stress-slip-strain relation for deformed bars / 11.2:
Bond characteristics in the post-yield range / 11.3:
Strain-slip model of anchored bar subject to cyclic loading / 11.4:
A basic tension-stiffening model under reversed loading including the post-yield range / 11.5:
Enhancement of macro models by meso-level bonding / 11.6:
A computational model for structural analysis / 11.7:
Micro-mechanical model of bond-bar rib- concrete stress transfer / 11.8:
Modeling of reinforcing bars in structures / 12:
Embedded bars in concrete under coupled axial and transverse displacement / 12.1:
A computational model under coupled axial and transverse displacement / 12.2:
Stability of reinforcing bar and cover concrete / 12.3:
Modeling for post-yield buckling of reinforcement / 12.4:
Stability of reinforcement and fracture of cover concrete / 12.5:
Index
List of figures
List of tables
Preface
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電子ブック

EB
Naito, Makio ; Yokoyama, Toyokazu ; Hosokawa, Kouhei ; Nogi, Kiyoshi
出版情報: [Amsterdam] : Elsevier, 2018  1 online resource (904 p.)
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電子ブック

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Guenther, Bob D. ; Steel, Duncan G.
出版情報: [Amsterdam] : Academic Press, 2018  1 online resource (2250 p.)
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電子ブック

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Stefan Huggenberger, Helmut Oelschläger, Bruno Cozzi
出版情報: [Amsterdam] : Academic Press, 2019  1 online resource (539 p.)
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電子ブック

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edited by Martin J. Van Kranendonk, Vickie C. Bennett, J. Elis Hoffmann
出版情報: [Amsterdam] : Elsevier, 2019  1 online resource (1112 p.)
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