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 hearth security of metal Structures systematically provides the most recent findings on behaviours of metal structural parts in a fireplace, resembling the catenary activities of confined metal beams, the layout tools for restricted metal columns, and the membrane activities of concrete ground slabs with metal decks. utilizing a scientific description of structural hearth safeguard engineering ideas, the authors illustrate the $64000 distinction among behaviours of an remoted structural aspect and the constrained part in an entire constitution below fireplace conditions.

The booklet could be a necessary source for structural engineers who desire to enhance their realizing of metal structures uncovered to fires. it's also a fantastic textbook for introductory classes in fireplace defense for master’s measure courses in structural engineering, and is superb studying fabric for final-year undergraduate scholars in civil engineering and fireplace safeguard engineering. moreover, it effectively bridges the data hole among fireplace defense engineers, structural engineers and development inspectors, and should be of important curiosity to architects, code officers, construction designers and hearth fighters.

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

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

Sample text

Q. Li, and Y. Du. The revision of two-zone fire model calculating the air temperature in large space buildings. Fire Science and Technology, 3, 2005. 36 2 Fire in Buildings [26] G. Q. Li and Y. Du. Analyses the parameters of fire temperature elevation at the top of large space buildings. Fire Science and Technology, 1, 2005. [27] G. Q. Li and Y. Du. Utility temperature elevation empirical formula in large space fire. Fire Science and Technology, 3, 2005. [28] International Organization for Standardization.

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. 70. 5 [3] . 07 Due to simplicity, the concept of equivalent time is an attractive proposal, being easy to use and able to reflect the main effects of realistic fires. However, due to fundamental shortcomings in the approach, its limits of application should be clearly understood and the equivalent time equations should be used with extreme caution.

Heselden. Fully Developed Fires in Single Compartments. A Co-operative Research Programme of the Counseil International du Batiment, Fire Research Note 923/1972, Joint Fire Research Organization, 1972. [14] M. Law. A basis for the design of fire protection of building structures. Structural Engineer, 61(1):25–33, 1983. [15] A. H. Buchanan. Modelling post-flashover fires with fast lite. Journal of Fire Protection Engineering, 9(3):1–11, 1997. [16] J. F. Cadorin and J. M. Franssen. A tool to design steel elements submitted to compartment fires–ozone v2-part 1: pre and post flashover compartment fire model.

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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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