Fire safety engineering design of structures / John A. Purkiss and Long-Yuan Li.
Tipo de material: TextoIdioma: Inglés Detalles de publicación: Boca Raton, FL : CRC Press, c2014Edición: 3rd edDescripción: xxxix, 412 pages : illustrations ; 24 cmISBN:- 9781466585478 (hardback : acidfree paper)
- 693.82 23
Tipo de ítem | Biblioteca actual | Signatura | Copia número | Estado | Fecha de vencimiento | Código de barras | Reserva de ítems | |
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Colección general | Biblioteca Yachay Tech | 693.82 P9858f 2014 (Navegar estantería(Abre debajo)) | Ej. 1 | Disponible | 000534 |
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693.7 M2359e 1972 Estructuras espaciales de acero / | 693.7 N124e 1969 Estructuras metálicas : | 693.71 D244g 1972 Guía práctica de la construcción metálica / | 693.82 P9858f 2014 Fire safety engineering design of structures / | 693.97 H1969c 1972 La construcción con grandes elementos prefabricados : | 693.97 R449p 1973 La prefabricación en la construcción / | 694 P9847r 1970 Recopilación de la construcción en madera / |
Revised edition of: Fire safety engineering desing of structures / John A. Purkess. 2007.
Includes bibliographical references (pages 375-399) and indexes.
"Preface Since the publication of the second edition of this book, Structural Fire Safety Engineering has become a recognized engineering discipline and prompted the need for a third edition. Advances of the discipline also allowed updating of various sections such as material modelling. The intention of this text is to provide tools to fire safety engineers to enable them to design structures that can withstand the accidental effects of fires that result in total or partial destruction. Other than references to furnace testing (whose data are mainly historical), the authors concentrated on the European Design Codes. Designers should still be aware that any design code is subject to revision or amendment and that it is essential that the most recent edition of any guidance be used. Where this produces a discrepancy between this text and a code, the code must be considered the final arbiter. The large scale fire tests carried out at Cardington led to a reassessment of frame behaviour, especially in relation to composite steel-concrete frame structures in that whole structure performance markedly outweighs performances of single elements and connection details significantly affect both types of behaviours. In discussions of Eurocodes, national annexes were not considered directly. Any nationally determined parameters were taken at recommended values and not amended to conform to an individual country's national guidance. "--
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