Alfredo Boracchini

Design and Analysis in Steel S

• Broschiertes Buch

Produktbeschreibung

Das Buch führt in die Konstruktion und Bemessung von Stahlbauverbindungen ein. Dabei werden die Nachweise nach internationalen Regelwerken geführt und verglichen, darunter Eurocode, American Institute of Steel Construction AISC, British Standard, DIN. Mit Beispielen und Details.
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The book introduces all the aspects needed for the safe and economic design and analysis of connections in modern steel structures. This is not treated according to any specific standard but making comparison among the different norms and methodologies used in the engineering practice, e.g. Eurocode, AISC, DIN, BS.

Several examples are solved and illustrated in detail, giving the reader all the tools necessary to tackle also complex connection design problems.

The book is introductory but also very helpful to advanced and specialist audiences because it covers a large variety of practice demands for connection design. Parts that are not taken to an advanced level are seismic design, welds, interaction with other materials (concrete, wood), and cold formed connections.

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Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.

Produktdetails

• Verlag: Ernst & Sohn
• Artikelnr. des Verlages: 1603122 000
• 1. Auflage
• Seitenzahl: 380
• Erscheinungstermin: August 2016
• Englisch
• Abmessung: 244mm x 170mm x 21mm
• Gewicht: 655g
• ISBN-13: 9783433031223
• ISBN-10: 3433031223
• Artikelnr.: 41949942

Autorenporträt

Alfredo Boracchini, PE is a registered engineer in Italy and in some states of the USA. His professional experience is focused on steel structures, he has designed and engineered in various construction sectors worldwide. He¿s the owner of a professional engineering firm with branches in Europe, Asia and America as well as an active member in international associations. This allowed him to develop a broad international experience that he shares by means of this book with those interested in the design of bolted joints of steel structures.

Inhaltsangabe

Preface Abbreviations Introduction 1 Structural design basic principles
relative to joints in steel structures 1.1 Hinges and joints capable of
resisting a bending moment 1.2 The plastic hinge 2 Basic concepts for the
analysis of connections 2.1 Connection types 2.2 Outline of design and
actions 2.3 Forces distribute proportionally to stiffness 2.4 Ductility 2.5
Load path 2.6 Ignorance of the path of the forces 2.7 Constraints 2.8
Methods to define the ultimate limit states in the joints 2.9 Resistance of
bolts 2.10 Yield line 2.11 Eccentric connections 2.12 Economics,
repetition, simplicity 2.13 Man-hours, material weight 2.14 Diffusion
angles 2.16 Transfer forces 2.15 Tensioning of bolts and resistance 2.17
Behavior of a bolted joint shear 2.18 Behavior of a bolted joint in
traction 3 The limit states for the components of the connection 3.1
Capacity of deformation (rotation) and relative stiffness 3.2 Inelastic
deformations at the bolt hole 3.3 Bolt shear rupture 3.4 Bolt tensile
rupture 3.5 Breaking bolt with a combination of tension and shear 3.6
Resistance to friction bolts 3.7 Bolt bearing and tearing 3.8 Block shear
(or block tearing) 3.9 Weld rupture 3:10T-stub, with and without prying
effect 3.11 Punching shear 3.12 Equivalent systems in parallel 3:13 Web
panel shear 3.14 Transversal compression over web 3:15 Transversal tension
over column web 3.16 Web and flange compression 3:17 Tension on beam web
3.18 Plate resistance 3.19 Notched profiles 3.20 Local capacity 3:22
Structural integrity 3.23 Ductility 3:24 Laminated plate tearing 3.25 Other
states limit in connection with cold formed profiles or sheets 3.26 Fatigue
3:27 Limit states for other connected related materials 4 types and
analysis with calculation examples 4.1 Common symbols 4.2 Eccentric bolted
joint in the plane of contact 4.3 Eccentric bolted connection perpendicular
to the contact plane gravity method 4.4 Base plate with cast anchor bolts
4.5 chemical or mechanical anchors 4.6 Fin plate 4.7 Double bolted plate
4.8 Flexible end plate 4.9 Clip angles 4:10 Truss joints 4.10.1 connecting
plate 4:11 Connection leaning on a column 4:12 Rigid end plate 4:13 Splice
4.13.1 calculation model and limit states 4.13.2 rotation capacity,
structural integrity, ductility 4.13.3 column splice example according to
is800 4:14 Brace joints 4.14.1 american methods: ufm and kiss 4.14.2
practical advice 4.14.3 bracing friction connection example according to
csa s16 4.15 Chair support 4.16 Connections for purlins 4:17 Tubular welded
joints 4:18 Joints in steel-concrete composite structures 4:19 joints with
welding and bolting working in parallel 4:20 Expansion joints 4:21 Perfect
hinges 4:22 Sliding details 4:23 Rivets 4:24 Joints for seismic
applications 4.24.1 rigid end plate 4.24.2 braces 4.24.3 eccentric braces
with "link" 4.24.4 base plate 5 selection of the right connection 5.1
Priority to those who produce and erect 5.2 Considerations about the pros
and cons of the various connection types 5.3 Organization of the workshop
5.3.1 plates or sheets 5.3.2 concept of "picking up a piece" 5.4 Cultural
elements 6 tips, notes and practices 6.1 Project standardization 6.2 Hole
dimensions 6.3 Installation 6.4 Maneuvering 6.5 Spacing and distances
between bolts 6.6 Root radius overlap 6.7 Notches 6.8 Pretensioning 6.9
Washers 6:10 Dimensions for screws, nuts and washers 6.11 Reusing bolts
6.12 Bolts classes 6:13 Shims 6:14 Galvanization 6.15 Other treatments
after manufacturing 6:16 Camber 6:17 Grouting base plates 6.18 Graphical
representation of joints and bolts 6:19 Field welding 6:20 Special
couplings (inclined) 7 Sketches of possible joint applications Bibliography
Index of tables Index