Introduction to Eurocode 2 : Design of concrete structures /: Design of concrete structures. (1997)

• Record Type: Book
• Further Information: Note: A. Alexandrou, D Beckett Nfa.
• Authors: Alexandrou, A; Nfa, D. Beckett
• Contents: Cover; Title Page; Copyright Page; Table of Contents; Preface; Acknowledgements; Notation; The European Community (map); 1: Introduction; 1.1 The European Community; 1.2 Technical harmonization and standards; 1.3 Structural Eurocodes; 1.4 Eurocode 2; 1.5 Layout of EC2; 1.6 Fundamental requirements; 1.7 Limit states; 1.8 Actions; 1.9 Characteristic values of actions; 1.10 Partial safety factors for ultimate limit state; 1.11 Serviceability limit states; 1.12 Material properties; 1.13 Summary; References; 2: Design for durability; 2.1 Introduction; 2.2 Environmental conditions 2.3 Environmental factors2.4 The C3S/C2S ratio; 2.5 Carbonation; 2.6 Cover to reinforcement; 2.7 Chlorides; 2.8 Curing; 2.9 Cement content; 2.10 Summary; References; 3: Load arrangements and analysis; 3.1 Introduction; 3.2 Load cases and combinations; 3.3 Structural models for overall analysis; 3.4 Calculation methods; 3.5 Summary; References; 4: Section analysis (1): slabs and beams; 4.1 Introduction; 4.2 Ultimate limit state -- flexure; 4.3 Ultimate limit state -- shear; Example 4.1: flexure and shear capacity; 4.4 Punching shear; Example 4.2: punching shear, flat slab; 4.5 Torsion Example 4.3: flexure, shear and torsion4.6 Summary of EC2 detailing provisions; 4.7 Beams -- design for seismic actions; Example 4.4: beam design, ductility levels; 4.8 Serviceability limit states; Example 4.5: steel and concrete stresses; Example 4.6: deflection check using table 4.14 of EC2; Example 4.7: cracking check using tables 4.11 and 4.12 of EC2; Example 4.8: deflection check by calculation; Example 4.9: crack width by calculation; 4.9 Summary; References; 5: Section analysis (2): beam-column joints; 5.1 Introduction; 5.2 Joint behaviour 5.3 EC8 beam-column joints, ductility class 'L'5.4 EC8 beam-column joints, ductility class 'M'; 5.5 EC8 beam-column joints, ductility class 'H'; Example 5.1: beam-column joint, DC 'H'; 5.6 Summary; References; 6: Section analysis (3): columns and walls; 6.1 Reinforced concrete column design; 6.2 Column design approach; 6.3 Column slenderness ratio; 6.4 Column design actions; 6.5 Design steps; Example 6.1: design example; 6.6 Column design section; Example 6.2: rectangular column section, with no sway; Example 6.3: rectangular column section, with no sway, longer column Example 6.4: rectangular column section, with sway in one direction6.7 Walls and plates loaded in their own plane; 6.8 Reinforcement and dimensional limits; 6.9 EC8 (Draft) additional column design requirements; 6.10 EC8 (Draft) additional wall design requirements; Example 6.5: wall section design example; References and Bibliography; 7: Earthquake engineering; 7.1 Introduction; 7.2 Earthquakes; 7.3 Earthquake dynamic analysis; 7.4 Earthquake random ground motion; 7.5 Modal analysis; 7.6 Total inertial response forces on a frame; References and Bibliography; 8: Design example
• Publisher Details: Boca Raton, FL : CRC Press
• Publication Date: 1997
• Extent: 1 online resource
• Subjects: 624.1/834/02184; Structural engineering; Structural engineering; Electronic books
• Languages: English
• ISBNs: 9781482271577; 1482271575
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.