001438744 000__ 05454cam\a2200637\i\4500 001438744 001__ 1438744 001438744 003__ OCoLC 001438744 005__ 20230309004351.0 001438744 006__ m\\\\\o\\d\\\\\\\\ 001438744 007__ cr\un\nnnunnun 001438744 008__ 210807s2021\\\\sz\a\\\\ob\\\\000\0\eng\d 001438744 019__ $$a1263869181 001438744 020__ $$a9783030822057$$q(electronic bk.) 001438744 020__ $$a3030822052$$q(electronic bk.) 001438744 020__ $$z9783030822040 001438744 020__ $$z3030822044 001438744 0247_ $$a10.1007/978-3-030-82205-7$$2doi 001438744 035__ $$aSP(OCoLC)1263022779 001438744 040__ $$aYDX$$beng$$erda$$epn$$cYDX$$dEBLCP$$dGW5XE$$dOCLCO$$dOCLCF$$dN$T$$dUKAHL$$dCOM$$dOCLCO$$dOCLCQ 001438744 049__ $$aISEA 001438744 050_4 $$aTH1091$$b.S84 2021 001438744 08204 $$a628.9/2$$223 001438744 1001_ $$aŠtefko, Jozef,$$eauthor. 001438744 24510 $$aModel fire in a two-storey timber building /$$cJozef Štefko, Anton Osvald, Linda Makovická Osvaldová, Pavol Sedlák, Jaroslava Štefková. 001438744 264_1 $$aCham :$$bSpringer,$$c[2021] 001438744 264_4 $$c©2021 001438744 300__ $$a1 online resource :$$billustrations (some color) 001438744 336__ $$atext$$btxt$$2rdacontent 001438744 337__ $$acomputer$$bc$$2rdamedia 001438744 338__ $$aonline resource$$bcr$$2rdacarrier 001438744 4901_ $$aSpringerBriefs in fire 001438744 504__ $$aIncludes bibliographical references. 001438744 5050_ $$aPreface -- Foreword -- List of Symbols -- 1.0 A Building and a Fire -- 2.0 Wood a Combustible Building Material -- 2.1 General Characteristics of Wood -- 2.2 Wood Degradation by Heat Impact (By Fire) -- 2.2.1 Thermal Degradation of Main Wood Components -- 2.2.2 Wood Microscopic Structure Changes by High-Temperature Stress -- 2.2.3 Wood Macroscopic Structure Changes by High-Temperature Stress -- 2.2.4 Physical Properties of Thermally Degraded Wood -- 2.2.5 Mechanical Properties of Thermally Degraded Wood -- 2.2.5.1 Temperature Impact to Bending Strength and to Bending Modulus of Elasticity -- 2.2.5.2 Temperature Impact to Tension Strength and MOE at Tension Parallel to Grain -- 2.2.5.3 Temperature Impact to Wood Compression Properties Parallel to Grain -- 2.2.5.4 Temperature Effect on Shear Strength of Wood -- 2.2.5.5 Charring Rate Effect to Mechanical Properties of Wood in General -- 2.3 Fire Resistance of Wooden Structures -- 2.4 Eurocode 5 -- 2.4.1 Origin and Development of Eurocode Standards Programme -- 2.4.2 Related European Standards -- 2.4.3 Design Principles -- 2.4.4. Examples -- 2.5 Conclusion -- 3.0 Full-Size Fire Test of a Wooden Structure -- 3.1 The Concept of the Full-Size Tests -- 3.2 Structural Fire Test Scheme of Two-Storey Building -- 3.3 Construction Process of the Fire-Tested Two-Storey Building -- 3.4 Photos of the Test Structural Fire -- 3.5 The Fire Assessment -- 3.5.1 The Fire Assessment Ground Floor -- 3.5.2 The Fire Assessment First Floor -- 3.5.3 The Temperature Assessment the East External Wall -- 3.5.4 The Temperature Assessment the West External Wall -- 3.5.5 The Temperature Assessment the North External Wall -- 3.5.6 The Temperature Assessment the South External Wall -- 4.0 Summary of the Experiment. 001438744 506__ $$aAccess limited to authorized users. 001438744 520__ $$aThis book addresses the performance of a multi-storey timber building subjected to a model fire that represents a real, potentially devastating internal fire. Readers will learn about factors concerning fire hazards in buildings; the mechanisms of how fires start and spread; and the degrading impact of fire on wood and wood-based materials, especially their mechanical properties. The book also discusses the fire resistance of timber buildings and the design principles for fire safety, summarised in Eurocodes. In turn, a fire test on a full-size wooden structure demonstrates the principles discussed. The test makes up an essential part of the book, as to its individual steps: the development, planning, execution and subsequent assessment. This is complemented by detailed temperature monitoring at hundreds of individual spots and the reaction of the wood constructions, illustrated in extensive photo documentation. The temperature and fire development presented there show the fire's initial mechanism and its further behaviour in a wood construction. The test proved the feasibility of fire protection and safe design of timber buildings, offering insights that can be generally applied in research, material and construction development. Accordingly, the book will be especially useful for architects, building and fire engineers, as well as researchers dealing with the fire performance of timber buildings. 001438744 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed August 18, 2021). 001438744 650_0 $$aFire testing. 001438744 650_0 $$aFires$$vCase studies. 001438744 650_6 $$aEssais de comportement au feu. 001438744 650_6 $$aIncendies$$vÉtudes de cas. 001438744 655_7 $$aCase studies.$$2fast$$0(OCoLC)fst01423765 001438744 655_7 $$aCase studies.$$2lcgft 001438744 655_7 $$aÉtudes de cas.$$2rvmgf 001438744 655_0 $$aElectronic books. 001438744 7001_ $$aOsvald, Anton,$$eauthor. 001438744 7001_ $$aOsvaldová, Linda Makovická,$$eauthor. 001438744 7001_ $$aSedlák, Pavol,$$eauthor. 001438744 7001_ $$aStefková, Jaroslava,$$eauthor. 001438744 77608 $$iPrint version:$$z3030822044$$z9783030822040$$w(OCoLC)1257890098 001438744 830_0 $$aSpringerBriefs in fire. 001438744 852__ $$bebk 001438744 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-030-82205-7$$zOnline Access$$91397441.1 001438744 909CO $$ooai:library.usi.edu:1438744$$pGLOBAL_SET 001438744 980__ $$aBIB 001438744 980__ $$aEBOOK 001438744 982__ $$aEbook 001438744 983__ $$aOnline 001438744 994__ $$a92$$bISE