Bo Westerberg (11 results)

Paperback. Condition: New.

Condition: Like New. Used - Like New. Book is new and unread but may have minor shelf wear. Your purchase helps support Sri Lankan Children's Charity 'The Rainbow Centre'. Our donations to The Rainbow Centre have helped provide an education and a safe haven to hundreds of children who live in appalling conditions.…

Condition: New.

Condition: New. In English.

Condition: New. The practical design of slender concrete compression members is ususally based on simplified calculation methods. The methods given in e.g. Eurocode 2 (2004) and FIP recommendations (1999) are based on extensive calibrations ag.

Taschenbuch. Condition: Neu. Time-dependent Effects in Slender Concrete Columns | The Effects of Creep, Shrinkage and Strength Increase in the Analysis and Design of Columns and Other Slender Concrete Compression Members | Bo Westerberg | Taschenbuch | Kartoniert / Broschiert | Englisch | 2013 | VDM Verlag Dr. Müller | EAN 9783639109863 | Verantwortliche Person für die EU: OmniScriptum GmbH & Co. KG, Bahnhofstr. 28, 66111 Saarbrücken, info[at]akademikerverlag[dot]de | Anbieter: preigu.…

Paperback. Condition: New.

2007, Trika Bkn Compendium on Concrete Structures, US-AB, universitetssevice, 132 paginas, ilustraciones intercaladas en el texto, 24x17, cubiertas en tapa blanda, buen estado.

PAP. Condition: New. New Book. Shipped from UK. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000.

PAP. Condition: New. New Book. Delivered from our UK warehouse in 4 to 14 business days. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000.

Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The practical design of slender concrete compression members is ususally based on simplified calculation methods. The methods given in e.g. Eurocode 2 (2004) and FIP recommendations (1999) are based on extensive calibrations against accurate second order non-linear analysis. In this analysis, however, the time-dependent effects in concrete were taken into account in a simplified way. Thus, creep was modelled with an extended stress-strain curve for the concrete, whereas shrinkage and strength increase were ignored. In this book the significance of the mentioned simplifications is studied by systematic comparisons with a more accurate analysis, where the time-dependent effects are taken into account in a more fundamental way. The accurate analysis is also used for comparisons with the results of a large number of tests on slender concrete columns. The conclusions are that the simplified way of taking account of the time depend effects is sufficiently accurate as a basis for simplified design methods, and that the accurate analysis - using material models from MC90 and Eurocode 2 - generally gives good agreement with the test results.…