國立虎尾科技大學 |

Model Fire in a Two-Storey Timber Building

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Model Fire in a Two-Storey Timber Building/ by Jozef Štefko, Anton Osvald, Linda Makovická Osvaldová, Pavol Sedlák, Jaroslava Štefková.
作者:	Štefko, Jozef .
其他作者:	Štefková, Jaroslava.
面頁冊數:	XXIII, 82 p. 113 illus., 85 illus. in color.online resource. :
Contained By:	Springer Nature eBook
標題:	Structural Materials. -
電子資源:	https://doi.org/10.1007/978-3-030-82205-7
ISBN:	9783030822057

Model Fire in a Two-Storey Timber Building
Štefko, Jozef .

Model Fire in a Two-Storey Timber Building[electronic resource] /by Jozef Štefko, Anton Osvald, Linda Makovická Osvaldová, Pavol Sedlák, Jaroslava Štefková. - 1st ed. 2021. - XXIII, 82 p. 113 illus., 85 illus. in color.online resource. - SpringerBriefs in Fire,2193-6609. - SpringerBriefs in Fire,.

Preface -- Foreword -- List of Symbols -- 1.0 A Building and a Fire -- 2.0 Wood – a Combustible Building Material -- 2.1 General Characteristics of Wood -- 2.2 Wood Degradation by Heat Impact (By Fire) -- 2.2.1 Thermal Degradation of Main Wood Components -- 2.2.2 Wood Microscopic Structure Changes by High-Temperature Stress -- 2.2.3 Wood Macroscopic Structure Changes by High-Temperature Stress -- 2.2.4 Physical Properties of Thermally Degraded Wood -- 2.2.5 Mechanical Properties of Thermally Degraded Wood -- 2.2.5.1 Temperature Impact to Bending Strength and to Bending Modulus of Elasticity -- 2.2.5.2 Temperature Impact to Tension Strength and MOE at Tension Parallel to Grain -- 2.2.5.3 Temperature Impact to Wood Compression Properties Parallel to Grain -- 2.2.5.4 Temperature Effect on Shear Strength of Wood -- 2.2.5.5 Charring Rate Effect to Mechanical Properties of Wood in General -- 2.3 Fire Resistance of Wooden Structures -- 2.4 Eurocode 5 -- 2.4.1 Origin and Development of Eurocode Standards Programme -- 2.4.2 Related European Standards -- 2.4.3 Design Principles -- 2.4.4. Examples -- 2.5 Conclusion -- 3.0 Full-Size Fire Test of a Wooden Structure -- 3.1 The Concept of the Full-Size Tests -- 3.2 Structural Fire Test Scheme of Two-Storey Building -- 3.3 Construction Process of the Fire-Tested Two-Storey Building -- 3.4 Photos of the Test Structural Fire -- 3.5 The Fire Assessment -- 3.5.1 The Fire Assessment – Ground Floor -- 3.5.2 The Fire Assessment – First Floor -- 3.5.3 The Temperature Assessment – the East External Wall -- 3.5.4 The Temperature Assessment – the West External Wall -- 3.5.5 The Temperature Assessment – the North External Wall -- 3.5.6 The Temperature Assessment – the South External Wall -- 4.0 Summary of the Experiment.

This book addresses the performance of a multi-storey timber building subjected to a model fire that represents a real, potentially devastating internal fire. Readers will learn about factors concerning fire hazards in buildings; the mechanisms of how fires start and spread; and the degrading impact of fire on wood and wood-based materials, especially their mechanical properties. The book also discusses the fire resistance of timber buildings and the design principles for fire safety, summarised in Eurocodes. In turn, a fire test on a full-size wooden structure demonstrates the principles discussed. The test makes up an essential part of the book, as to its individual steps: the development, planning, execution and subsequent assessment. This is complemented by detailed temperature monitoring at hundreds of individual spots and the reaction of the wood constructions, illustrated in extensive photo documentation. The temperature and fire development presented there show the fire's initial mechanism and its further behaviour in a wood construction. The test proved the feasibility of fire protection and safe design of timber buildings, offering insights that can be generally applied in research, material and construction development. Accordingly, the book will be especially useful for architects, building and fire engineers, as well as researchers dealing with the fire performance of timber buildings.

ISBN: 9783030822057

Standard No.: 10.1007/978-3-030-82205-7doiSubjects--Topical Terms:

677176
Structural Materials.

LC Class. No.: TH9111-9745

Dewey Class. No.: 628.92

Model Fire in a Two-Storey Timber Building
LDR:04628nam a22003975i 4500 001 1051833
003 DE-He213
005 20210921151130.0
007 cr nn 008mamaa
008 220103s2021 sz | s |||| 0|eng d
020 $a 9783030822057 $9 978-3-030-82205-7
024 7 $a 10.1007/978-3-030-82205-7 $2 doi
035 $a 978-3-030-82205-7
050 4 $a TH9111-9745
072 7 $a TNKF $2 bicssc
072 7 $a TEC045000 $2 bisacsh
072 7 $a TNKF $2 thema
082 0 4 $a 628.92 $2 23
100 1 $a Štefko, Jozef . $e author. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1356426
245 1 0 $a Model Fire in a Two-Storey Timber Building $h [electronic resource] / $c by Jozef Štefko, Anton Osvald, Linda Makovická Osvaldová, Pavol Sedlák, Jaroslava Štefková.
250 $a 1st ed. 2021.
264 1 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2021.
300 $a XXIII, 82 p. 113 illus., 85 illus. in color. $b online resource.
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
347 $a text file $b PDF $2 rda
490 1 $a SpringerBriefs in Fire, $x 2193-6609
505 0 $a Preface -- Foreword -- List of Symbols -- 1.0 A Building and a Fire -- 2.0 Wood – a Combustible Building Material -- 2.1 General Characteristics of Wood -- 2.2 Wood Degradation by Heat Impact (By Fire) -- 2.2.1 Thermal Degradation of Main Wood Components -- 2.2.2 Wood Microscopic Structure Changes by High-Temperature Stress -- 2.2.3 Wood Macroscopic Structure Changes by High-Temperature Stress -- 2.2.4 Physical Properties of Thermally Degraded Wood -- 2.2.5 Mechanical Properties of Thermally Degraded Wood -- 2.2.5.1 Temperature Impact to Bending Strength and to Bending Modulus of Elasticity -- 2.2.5.2 Temperature Impact to Tension Strength and MOE at Tension Parallel to Grain -- 2.2.5.3 Temperature Impact to Wood Compression Properties Parallel to Grain -- 2.2.5.4 Temperature Effect on Shear Strength of Wood -- 2.2.5.5 Charring Rate Effect to Mechanical Properties of Wood in General -- 2.3 Fire Resistance of Wooden Structures -- 2.4 Eurocode 5 -- 2.4.1 Origin and Development of Eurocode Standards Programme -- 2.4.2 Related European Standards -- 2.4.3 Design Principles -- 2.4.4. Examples -- 2.5 Conclusion -- 3.0 Full-Size Fire Test of a Wooden Structure -- 3.1 The Concept of the Full-Size Tests -- 3.2 Structural Fire Test Scheme of Two-Storey Building -- 3.3 Construction Process of the Fire-Tested Two-Storey Building -- 3.4 Photos of the Test Structural Fire -- 3.5 The Fire Assessment -- 3.5.1 The Fire Assessment – Ground Floor -- 3.5.2 The Fire Assessment – First Floor -- 3.5.3 The Temperature Assessment – the East External Wall -- 3.5.4 The Temperature Assessment – the West External Wall -- 3.5.5 The Temperature Assessment – the North External Wall -- 3.5.6 The Temperature Assessment – the South External Wall -- 4.0 Summary of the Experiment.
520 $a This book addresses the performance of a multi-storey timber building subjected to a model fire that represents a real, potentially devastating internal fire. Readers will learn about factors concerning fire hazards in buildings; the mechanisms of how fires start and spread; and the degrading impact of fire on wood and wood-based materials, especially their mechanical properties. The book also discusses the fire resistance of timber buildings and the design principles for fire safety, summarised in Eurocodes. In turn, a fire test on a full-size wooden structure demonstrates the principles discussed. The test makes up an essential part of the book, as to its individual steps: the development, planning, execution and subsequent assessment. This is complemented by detailed temperature monitoring at hundreds of individual spots and the reaction of the wood constructions, illustrated in extensive photo documentation. The temperature and fire development presented there show the fire's initial mechanism and its further behaviour in a wood construction. The test proved the feasibility of fire protection and safe design of timber buildings, offering insights that can be generally applied in research, material and construction development. Accordingly, the book will be especially useful for architects, building and fire engineers, as well as researchers dealing with the fire performance of timber buildings.
650 2 4 $a Structural Materials. $3 677176
650 2 4 $a Light Construction, Steel Construction, Timber Construction. $3 1065101
650 2 4 $a Building Construction and Design. $3 1114677
650 1 4 $a Fire Science, Hazard Control, Building Safety. $3 1141481
650 0 $a Structural materials. $3 1253576
650 0 $a Lightweight construction. $3 743553
650 0 $a Steel construction. $3 1254291
650 0 $a Light construction. $3 1254290
650 0 $a Engineering, Architectural. $3 845652
650 0 $a Construction. $3 1254179
650 0 $a Building. $3 557609
650 0 $a Buildings—Design and construction. $3 1254621
650 0 $a Fire prevention. $3 885771
700 1 $a Štefková, Jaroslava. $e author. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1356430
700 1 $a Sedlák, Pavol. $e author. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1356429
700 1 $a Makovická Osvaldová, Linda. $e author. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1356428
700 1 $a Osvald, Anton. $e author. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1356427
710 2 $a SpringerLink (Online service) $3 593884
773 0 $t Springer Nature eBook
776 0 8 $i Printed edition: $z 9783030822040
776 0 8 $i Printed edition: $z 9783030822064
830 0 $a SpringerBriefs in Fire, $x 2193-6595 $3 1254317
856 4 0 $u https://doi.org/10.1007/978-3-030-82205-7
912 $a ZDB-2-SCS
912 $a ZDB-2-SXCS
950 $a Computer Science (SpringerNature-11645)
950 $a Computer Science (R0) (SpringerNature-43710)