Produktbild: Neale, B: Forensic Engineering, Diagnosing Failures and Solv

Neale, B: Forensic Engineering, Diagnosing Failures and Solv Proceedings of the 3rd International Conference on Forensic Engineering. London, November 2005

Fr. 320.00

inkl. gesetzl. MwSt., Versandkostenfrei


Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

17.11.2005

Abbildungen

farbige, schwarzweisse Abbildungen

Herausgeber

B.S. Neale

Verlag

Taylor & Francis

Seitenzahl

340

Maße (L/B/H)

24.6/17.4/2.3 cm

Gewicht

771 g

Sprache

Englisch

ISBN

978-0-415-39523-6

Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

17.11.2005

Abbildungen

farbige, schwarzweisse Abbildungen

Herausgeber

B.S. Neale

Verlag

Taylor & Francis

Seitenzahl

340

Maße (L/B/H)

24.6/17.4/2.3 cm

Gewicht

771 g

Sprache

Englisch

ISBN

978-0-415-39523-6

Kundinnen und Kunden meinen

0 Bewertungen

Informationen zu Bewertungen

Zur Abgabe einer Bewertung ist eine Anmeldung im Konto notwendig. Die Authentizität der Bewertungen wird von uns nicht überprüft. Wir behalten uns vor, Bewertungstexte, die unseren Richtlinien widersprechen, entsprechend zu kürzen oder zu löschen.

Die Bewertungen sind nach Format, Anzahl Sterne und Datum sortiert.

Verfassen Sie die erste Bewertung zu diesem Artikel

Helfen Sie anderen Kund*innen durch Ihre Meinung

Kundinnen und Kunden meinen

0 Bewertungen filtern

  • Produktbild: Neale, B: Forensic Engineering, Diagnosing Failures and Solv
  • Keynote Papers Forensic investigation: the true calibrator for design limit states J Wood, Structural Studies & Design Ltd, UK Quality and safety: the ultimate legacy of forensic engineering K Carper, Washington State University, USA Durability and Assessment Durability assessment of prefabricated balconies M Holický & J Markova, Czech Technical University, Czech Republic Study of the static conditions of a monument: Massenzio Cathedral, Rome C Sarri, Balfour Beatty Rail Projects Ltd, UK Construction failure prevention achieved through procedural redundancy I Ortega, Design Studio, Switzerland In-situ condition assessment of metal plate connected wood trusses in light-framed wood construction A Gjinolli & J Vogt, TECO, USA Condition evaluation of post-tensioned bridges in Florida after 25 years A Moreton, Corven Engineering Inc., USA The importance of time in understanding cracks in concrete S Alexander, WSP Group, UK Ground and Marine Case study investigation of defects in an underground reinforced concrete reservoir: Jakarta, Indonesia P Sandeford, GHD Pty Ltd, Australia Forensic ground engineering assessment and the timely disclosure of documents R Thompson, EDGE Consultants UK Ltd, UK Investigating substandard piles in Hong Kong S Hencher, J Tyson & P Hutchinson, Halcrow China Ltd, Hong Kong Foundation monitoring techniques@ are they all they are cracked up to be? R Thorniley-Walker, Structural & Civil Consultants Ltd, UK Investigation and repair of the New North Quay foundations St Helier, Jersey S Hold, Arup, UK Failures of Building Envelopes Toughened glass failures in modern buildings R Harris & M West, Sandberg, UK Design life of ineffective repairs to an historic terracotta façade P Plemic, Wiss, Janney, Elstner Associates, Inc, USA Wind damage to lightweight roofing systems K Roberts, Roberts Consulting, UK Bucking analysis of an aluminium-framed dome J Duntemann & D Crampton, Wiss, Janney, Elstner Associates, Inc, USA Investigation of problems involving wood structural panels J Vogt & A Gjinolli, TECO, USA Incident/Collapse Investigation Collapse of a power station roof in the Czech Republic D Burt, White Young Green, UK Roof failure due to snow: the implications of improperly applying code provisions C Fischer & D Wojnowski, Engineering Systems Inc, USA Fatigue sensitive details and related problems in lighting structures J Dunteman & R Christie, Wiss, Janey, Elstner Associates Inc, USA Performance Risk Management Managing the risk of failure for railway bridges J Lane, Rail Safety & Standards Board, UK Prevention of progressive collapses due to terrorist attacks M Byfield, University of Southampton, UK Engineers and emergency response: current practices and recommendations for the future S Nacheman, Thornton-Tomasetti Group, USA Considerations for the evaluation of a long span moveable roof C Pinto, Thornton-Tomasetti Group, USA Data processing methods for low frequency structural vibrations M Jeansonne, Thornton-Tomasetti Group, USA Legal and Care Considerations The legal proceedings and forensic engineering investigations for the Thames Water Main failure at London Bridge P Knight & C Ryan, Lane and Partners & B New, Geotechnical Consulting Group, UK Evaluating structural failure / collapse R Howard, SDII Global Corporation, USA The legal requirements of expert witnesses in litigation P Houghton, Lupton Fawcett, UK The elements of care in engineering J Kardon, Joshua B Kardon & Company Structural Engineers, USA Educating for the Future A failures knowledge base for designers and constructors B Kumar, Glasgow Caledonian University & B Neale, Consultant, UK The confidential reporting scheme on structural safety (CROSS) F Wainwright, Arup, UK Forensic engineering: a gap in safety thinking B Harvey, Obvis Ltd, UK