By Prof. Guoqiang Li, Associate Prof. Peijun Wang (auth.)
Advanced research and layout for fireplace security of metal Structures systematically offers the most recent findings on behaviours of metal structural elements in a fireplace, akin to the catenary activities of limited metal beams, the layout tools for constrained metal columns, and the membrane activities of concrete flooring slabs with metal decks. utilizing a scientific description of structural hearth security engineering ideas, the authors illustrate the real distinction among behaviours of an remoted structural point and the limited part in a whole constitution lower than hearth conditions.
The publication can be a vital source for structural engineers who desire to enhance their knowing of metal structures uncovered to fires. it's also an incredible 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 hearth security engineering. moreover, it effectively bridges the data hole among hearth security engineers, structural engineers and construction inspectors, and should be of important curiosity to architects, code officers, construction 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 institution of Civil Engineering of Shandong collage, China.
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Extra resources for Advanced Analysis and Design for Fire Safety of Steel Structures
J. M. 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.  M. Law. A basis for the design of ﬁre protection of building structures. Structural Engineer, 61(1):25–33, 1983.  A. H. Buchanan. Modelling post-ﬂashover ﬁres with fast lite. Journal of Fire Protection Engineering, 9(3):1–11, 1997.  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.
2 High Strength Cable Zhou  carried out a series of high temperature tests on the high strength cable. 24 mm. The effective area is 140 mm2 . The tested stressstrain relationship of the steel cable at different temperatures is shown in Fig. 11. It can be seen that, with the elevation of temperatures, the strength of the steel cable degrades. The reduction factor of the ultimate strength, yield strength and elastic modulus of high strength steel cable are shown in Fig. 12. It can be seen that, for a temperature lower than 200 o C, the strength and elastic modulus of high strength steel cable changes very little with the elevation of temperature.
The comparison of reduction factors for yield strength, ultimate strength and original elastic modulus of ﬁre-resistant steel to normal steel is shown in Fig. 6, Fig. 7 and Fig. 8. Test results on the ﬁre resistant steel produced by China Ma-An-Shan Steel Corporation (Ma Steel) and China Wuhan Steel Corporation (Wu Steel) are also presented [12,13] . When the temperature of steel is not higher than 600 o C, the yield strength of ﬁre-resistant steel is much higher than that of structural steel at the same temperature.
Advanced Analysis and Design for Fire Safety of Steel Structures by Prof. Guoqiang Li, Associate Prof. Peijun Wang (auth.)