Anchorage in concrete construction

>> Google Books

所蔵情報QRコード

Anchorage in concrete construction / Rolf Eligehausen, Rainer Mallée, John F. Silva

資料種別:

図書

出版情報:

Berlin : Ernst & Sohn, c2006

形態:

xiii, 378 p. ; 25 cm

著者名:

ISBN:

9783433011430 [3433011435]

書誌ID:

BA77508067

子書誌情報

フルテキスト

所蔵情報

他の版・巻

書誌詳細

注記:

Includes bibliographical references (p. [343]-370) and index

主題:

Anchorage (Structural engineering); Concrete construction

言語:

英語

目次情報:

Introduction / 1：

A historical review / 1.1：

Requirements for fastenings / 1.2：

Nature and direction of actions / 1.3：

Fastening systems / 2：

General / 2.1：

Cast-in-place systems / 2.2：

Lifting inserts / 2.2.1：

Anchor channels / 2.2.2：

Headed studs / 2.2.3：

Threaded sleeves / 2.2.4：

Drilled-in systems / 2.3：

Drilling techniques / 2.3.1：

Installation configurations / 2.3.2：

Drilled-in anchor types / 2.3.3：

Mechanical expansion anchors / 2.3.3.1：

Undercut anchors / 2.3.3.2：

Bonded anchors / 2.3.3.3：

Screw anchors / 2.3.3.4：

Ceiling hangers / 2.3.3.5：

Plastic anchors / 2.3.3.6：

Direct installation / 2.4：

Principles / 3：

Behaviour of concrete in tension / 3.1：

Failure mechanisms of fastenings / 3.3：

Theoretical studies / 3.3.1：

Experimental studies / 3.3.2：

Conclusions drawn from theoretical and experimental studies / 3.3.3：

Cracked concrete / 3.4：

Why anchors may use the tensile strength of concrete / 3.5：

Prestressing of anchors / 3.6：

Loads on anchors / 3.7：

Calculation according to elastic theory / 3.7.1：

Tension load / 3.7.1.1：

Shear loads / 3.7.1.2：

Calculation according to non-linear methods / 3.7.2：

Calculation of loads on anchors of anchor channels / 3.7.3：

Tension loads / 3.7.3.1：

Behaviour of headed studs, undercut anchors and metal expansion anchors in non-cracked and cracked concrete / 3.7.3.2：

Non-cracked concrete / 4.1：

Load-displacement behaviour and modes of failure / 4.1.1：

Failure load associated with steel rupture / 4.1.1.2：

Failure load associated with concrete cone breakout / 4.1.1.3：

Failure load for local concrete side blow-out failure / 4.1.1.4：

Failure loads associated with pull-out and pull-through failures / 4.1.1.5：

Failure load associated with splitting of the concrete / 4.1.1.6：

Shear / 4.1.2：

Failure load associated with pry-out / 4.1.2.1：

Concrete edge failure for a shear load perpendicular to the edge / 4.1.2.4：

Concrete edge breakout load associated with shear loads oriented at an angle [alpha] < 90[degree] to the edge / 4.1.2.5：

Combined tension and shear (oblique loading) / 4.1.3：

Failure load / 4.1.3.1：

Bending of the baseplate / 4.1.4：

Sustained loads / 4.1.5：

Fatigue loading / 4.1.6：

Tension / 4.2：

Failure load corresponding to steel failure / 4.2.1.1：

Failure load associated with local blow-out failure / 4.2.1.3：

Failure load associated with pull-out/pull-through failure / 4.2.1.5：

Failure load associated with steel failure / 4.2.1.6：

Failure load associated with pry-out failure / 4.2.2.3：

Failure load associated with concrete edge breakout / 4.2.2.4：

Combined tension and shear / 4.2.3：

Behaviour of cast-in anchor channels in non-cracked and cracked concrete / 4.2.3.1：

Failure load associated with local concrete side blow-out failure / 5.1：

Failure load associated with pull-out failure / 5.1.1.5：

Failure load associated with concrete edge failure / 5.1.1.6：

Sustained and fatigue loading / 5.1.3：

Behaviour of bonded anchors in non-cracked and cracked concrete / 5.2：

Failure load associated with concrete breakout/pull-out failure / 6.1：

Failure load associated with splitting / 6.1.1.4：

Shear load / 6.1.2：

Combined tension and shear load / 6.1.2.1：

Environmental factors / 6.1.4：

Failure load corresonding to steel failure / 6.2：

Failure load corresponding to pull-out failure / 6.2.1.3：

Failure loads corresponding to concrete cone failure and splitting of the concrete / 6.2.1.4：

Sustained and fatigue loads / 6.2.2：

Bonded undercut anchors and bonded expansion anchors / 6.2.5：

Shear and combined tension and shear load / 6.3.1：

Behaviour of plastic anchors in non-cracked and cracked concrete / 7：

Long-term behaviour / 7.1：

Behaviour of power actuated fasteners in non-cracked and cracked concrete / 7.2：

Sustained and repetitive loading / 8.1：

Behaviour of screw anchors in non-cracked and cracked concrete / 8.2：

Installation / 9.1：

Load-displacement behaviour and failure modes / 9.2：

Failure loads associated with steel failure / 9.2.1.2：

Failure loads associated with pull-out failure / 9.2.1.3：

Failure loads associated with concrete cone failure / 9.2.1.4：

Shear load and combined tension and shear load / 9.2.2：

Behaviour of anchors under seismic loading / 9.3.3：

Anchor applications / 10.1：

Seismic actions / 10.2：

Assumptions regarding the condition of the concrete / 10.3：

Behaviour of anchors under seismic conditions / 10.4：

Tension cycling / 10.4.1：

Shear cycling / 10.4.2：

Combined tension and shear cycling / 10.4.3：

Loading rate / 10.4.4：

Load cycle sequence / 10.4.5：

Crack cycling / 10.4.6：

Behaviour of anchors in fire / 11：

Corrosion of anchors / 12：

Influence of fastenings on the capacity of components in which they are installed / 13：

Design of fastenings / 14：

Verifying the suitability of an anchor system / 14.1：

Design of fastenings with post-installed metal expansion, undercut and bonded expansion anchors according to the EOTA Guideline / 14.3：

Scope / 14.3.1：

Design concept / 14.3.3：

Analysis for the ultimate limit state / 14.3.3.1：

Analysis for the serviceability limit state / 14.3.3.2：

Forces on anchors / 14.3.4：

Characteristic resistances / 14.3.5：

Tension resistances / 14.3.5.1：

Shear resistances / 14.3.5.2：

Serviceability limit state / 14.3.5.3：

Anchor displacements / 14.3.6.1：

Shear load with changing sign / 14.3.6.2：

Additional analyses for ensuring the characteristic resistance of concrete member / 14.3.7：

Shear resistance of the concrete member / 14.3.7.1：

Resistance to splitting forces / 14.3.7.3：

Design of fastenings according to the CEN Technical Specification / 14.4：

Basis of design / 14.4.1：

Partial safety factors / 14.4.4：

Static actions, indirect actions and fatigue actions / 14.4.4.1：

Resistances / 14.4.4.2：

Ultimate limit state (static loading) and seismic loading / 14.4.4.2.1：

Limit state of fatigue / 14.4.4.2.2：

Forces acting on fasteners / 14.4.4.2.3：

Distribution of loads / 14.4.5.1：

Shear loads without lever arm / 14.4.5.2.2：

Shear loads with lever arm / 14.4.5.2.3：

Design of headed fasteners / 14.4.6：

Determination of action effects / 14.4.6.1：

Verification of ultimate limit state by elastic analysis / 14.4.6.2：

Combined tension and shear loads / 14.4.6.2.1：

Design of anchor channels / 14.4.7：

Derivation of forces acting on the anchors of the anchor channel / 14.4.7.1：

Tension forces in the supplementary reinforcement / 14.4.7.1.1：

Anchor channels without supplementary reinforcement / 14.4.7.2.1：

Anchor channels with supplementary reinforcement / 14.4.7.3.3.2：

Design of post-installed fasteners - mechanical systems / 14.4.8：

Design of post-installed fasteners - chemical systems / 14.4.8.1：

Fatigue loads / 14.4.9.1：

Seismic loads / 14.4.11：

Actions / 14.4.11.1：

Verification of serviceability limit state / 14.4.11.3：

Fire / 14.4.13：

Resistance / 14.4.13.1：

Tension loading / 14.4.13.3.1：

Shear loading / 14.4.13.3.2：

Combined tension and shear loading / 14.4.13.3.3：

Plastic design of fastenings with headed fasteners and post-installed fasteners / 14.4.14：

Field of application / 14.4.14.1：

Loads on fastenings / 14.4.14.2：

Resistance to tension load / 14.4.14.3：

Resistance to shear load / 14.4.14.3.3：

Resistance to combined tension and shear load / 14.4.14.3.4：

Design of fastenings with cast-in and post-installed metal anchors according to ACI 318-05 Appendix D / 14.5：

Tension resistance / 14.5.1：

Shear resistance / 14.5.5.3：

Required edge distances, spacings and member thicknesses to preclude splitting failure / 14.5.5.4：

Resistance where load cases include seismic forces / 14.5.7：

Provisions of ACI 349-01 Appendix B / 14.5.8：

Ductile design requirements / 14.5.8.1：

Baseplate design / 14.5.8.3：

References

Subject Index

Introduction / 1：

A historical review / 1.1：

Requirements for fastenings / 1.2：

Nature and direction of actions / 1.3：

Fastening systems / 2：

General / 2.1：

続きを見る

東工大ブックレビュー

類似資料:

1 電子ブック Anchorage in Concrete Construction Eligehausen,Rolf, Malle?e,Rainer, Silva,John F Wiley Online Library - AutoHoldings Books, Wilhelm Ernst & Sohn Verlag fur Architektur und Technische	7 図書 Concrete recycling : research and practice (: hardback) Larrard, François de, Colina, Horacio CRC Press, Taylor & Francis Group
2 電子ブック Design of Fastenings for Use in Concrete – the CEN/TS 1992‐4 Provisions Mallée, Rainer, Fuchs, Werner, Eligehausen, Rolf Wiley Online Library - AutoHoldings Books, Wilhelm Ernst & Sohn Verlag fur Architektur und Technische	8 図書 ACI manual of concrete inspection American Concrete Institute American Concrete Institute
3 図書 Concrete construction handbook Waddell, Joseph J. McGraw-Hill	9 図書 Concrete structures : stresses and deformations Ghali, A. (Amin), Favre, R. (Renaud), 1934- Chapman and Hall
4 図書 Concrete construction handbook Waddell, Joseph J. McGraw-Hill	10 図書 Fiber-reinforced cements and concretes Johnston, Colin D. Gordon & Breach Science
5 図書 Concrete construction : practical problems and solutions Surahyo, Akhtar Springer	11 図書 Seismic design of reinforced concrete buildings Moehle, Jack P. McGraw-Hill Education
6 図書 Anchorages and sheet piling : theory and practice Reimbert, Marcel L., Reimbert, André M. Trans Tech Publications	12 図書 Rehabilitation, renovation, and preservation of concrete and masonry structures Sabnis, Gajanan M., American Concrete Institute American Concrete Institute