By Prof. Guoqiang Li, Associate Prof. Peijun Wang (auth.)

ISBN-10: 3642343929

ISBN-13: 9783642343926

ISBN-10: 3642343937

ISBN-13: 9783642343933

Advanced research and layout for fireplace defense of metal Structures systematically provides the newest findings on behaviours of metal structural parts in a hearth, resembling the catenary activities of confined metal beams, the layout tools for limited metal columns, and the membrane activities of concrete ground slabs with metal decks. utilizing a scientific description of structural hearth safeguard engineering rules, the authors illustrate the real distinction among behaviours of an remoted structural aspect and the limited part in an entire constitution lower than fireplace conditions.

The e-book might be a vital source for structural engineers who desire to enhance their figuring out of metal constructions uncovered to fires. it's also an awesome textbook for introductory classes in hearth safeguard for master’s measure courses in structural engineering, and is superb analyzing fabric for final-year undergraduate scholars in civil engineering and hearth protection engineering. in addition, it effectively bridges the knowledge hole among hearth protection engineers, structural engineers and development inspectors, and may be of important curiosity to architects, code officers, development designers and fireplace fighters.

Dr. Guoqiang Li is a Professor on the collage of Civil Engineering of Tongji college, China; Dr. Peijun Wang is an affiliate Professor on the college of Civil Engineering of Shandong college, China.

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Extra info for Advanced Analysis and Design for Fire Safety of Steel Structures

Example text

14. Fig. 14 Equivalent time concept Harmathy [30] and Eurocode 1 [3] also contain an equation for the equivalent time. Law’s equation [14] was developed based on temperatures attained in insulated steel work. 58) Av AT where L f is the total fire load in kg wood and K is a constant whose value is close to unity. The equivalent time teqv is given in minutes. 59) where q f ,d is the design fire load density per floor area, w f is the ventilation factor. 61) kc is a modification factor intended to account for different types of construction.

Mehaffey. The normalized heat load concept and its us. Fire Safety Journal, 12, 1987. 3 Properties of Steel at Elevated Temperatures For structural fire engineering, two sets of data are very important which are • the material thermal properties for thermal analysis of structural components, including the thermal conductivity, specific heat, density; • the material mechanical properties for structural analysis, including the yield strength, Young’s modulus, stress-strain relationship and the expansion coefficient.

29] T. Z. Harmathy and M. A. Sultan. Correlation between severities of the ASTME119 and ISO834 fire exposure. Fire Safety Journal, 13, 1988. [30] T. Z. Harmathy and J. R. Mehaffey. The normalized heat load concept and its us. Fire Safety Journal, 12, 1987. 3 Properties of Steel at Elevated Temperatures For structural fire engineering, two sets of data are very important which are • the material thermal properties for thermal analysis of structural components, including the thermal conductivity, specific heat, density; • the material mechanical properties for structural analysis, including the yield strength, Young’s modulus, stress-strain relationship and the expansion coefficient.

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Advanced Analysis and Design for Fire Safety of Steel Structures by Prof. Guoqiang Li, Associate Prof. Peijun Wang (auth.)


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