By Prof. Guoqiang Li, Associate Prof. Peijun Wang (auth.)
Advanced research and layout for hearth safeguard of metal Structures systematically provides the newest findings on behaviours of metal structural parts in a hearth, equivalent to the catenary activities of confined metal beams, the layout equipment for constrained metal columns, and the membrane activities of concrete ground slabs with metal decks. utilizing a scientific description of structural fireplace security engineering ideas, the authors illustrate the $64000 distinction among behaviours of an remoted structural point and the restricted part in an entire constitution less than fireplace conditions.
The ebook could be an important source for structural engineers who desire to enhance their knowing of metal constructions uncovered to fires. it's also an incredible textbook for introductory classes in hearth protection for master’s measure courses in structural engineering, and is great studying fabric for final-year undergraduate scholars in civil engineering and fireplace safeguard engineering. additionally, it effectively bridges the data hole among fireplace safeguard engineers, structural engineers and development inspectors, and should be of vital curiosity to architects, code officers, construction designers and fireplace fighters.
Dr. Guoqiang Li is a Professor on the university of Civil Engineering of Tongji collage, China; Dr. Peijun Wang is an affiliate Professor on the tuition of Civil Engineering of Shandong collage, China.
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Extra info for Advanced Analysis and Design for Fire Safety of Steel Structures
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In the temperature range of 0 o C to 600 o C, the average value of speciﬁc heat is about 600 J/(kg·o C). Taking the speciﬁc heat as a temperature independent value does not agree with the facts. However, it can greatly simplify the calculation and can be easily used by the engineer. 3 Density The density of steel may be taken as its ambient value of 7850 kg/m3 over the normally experienced temperature range in a building ﬁre. 40 3 Properties of Steel at Elevated Temperatures Fig. 2 Mechanical Properties of Structural Steel at High Temperature In order to determine the structural response subjected to ﬁre, it is necessary to formulate constitutive laws for steel at elevated temperatures.