MARC Record from marc_nuls

LEADER: 03156cam 2200373 i 4500
001 9925176988601661
005 20150423154443.0
008 130911s2014 flua b 001 0 eng
010 $a 2013036865
020 $a9781466585478
020 $a1466585471 (hardback : acid-free paper)
035 $a(OCoLC)852218666
035 $a(OCoLC)ocn852218666
040 $aDLC$beng$erda$cDLC$dBTCTA$dOCLCO$dYDXCP$dFVC$dOCLCF
042 $apcc
050 00 $aTH1065$b.P87 2014
082 00 $a693.8/2$223
100 1 $aPurkiss, J. A.
245 10 $aFire safety engineering design of structures /$cJohn A. Purkiss and Long-Yuan Li.
250 $aThird edition.
264 1 $aBoca Raton, Fla. :$bCRC Press,$c[2014]
300 $axxxix, 412 pages :$billustrations ;$c24 cm
336 $atext$2rdacontent
337 $aunmediated$2rdamedia
338 $avolume$2rdacarrier
500 $aRevised edition of: Fire safety engineering desing of structures / John A. Purkess. 2007.
504 $aIncludes bibliographical references (pages 375-399) and indexes.
505 0 $aFire safety engineering -- Design philosophies -- Prescriptive approach -- Behavior of natural fires -- Properties of materials at elevated temperatures -- Calculation approach -- Design of concrete elements -- Design of steel elements -- Composite construction -- Design of timber elements -- Masonry, aluminium, plastics, and glass -- Frames -- Assessment and repair of fire-damaged structures.
520 $a"Preface Since the publication of the second edition of this book, Structural Fire Safety Engineering has become a recognized engineering discipline and prompted the need for a third edition. Advances of the discipline also allowed updating of various sections such as material modelling. The intention of this text is to provide tools to fire safety engineers to enable them to design structures that can withstand the accidental effects of fires that result in total or partial destruction. Other than references to furnace testing (whose data are mainly historical), the authors concentrated on the European Design Codes. Designers should still be aware that any design code is subject to revision or amendment and that it is essential that the most recent edition of any guidance be used. Where this produces a discrepancy between this text and a code, the code must be considered the final arbiter. The large scale fire tests carried out at Cardington led to a reassessment of frame behaviour, especially in relation to composite steel-concrete frame structures in that whole structure performance markedly outweighs performances of single elements and connection details significantly affect both types of behaviours. In discussions of Eurocodes, national annexes were not considered directly. Any nationally determined parameters were taken at recommended values and not amended to conform to an individual country's national guidance. "--$cProvided by publisher.
650 0 $aBuilding, Fireproof.
650 0 $aFire protection engineering.
700 1 $aLi, Long-Yuan.
947 $cBOOK$fBOOK-SETC$g159.95$hCIRCSTACKS$iaa/sf$lNULS$o20141007$q1
980 $a99960101597