By Prof. Guoqiang Li, Associate Prof. Peijun Wang (auth.)
Advanced research and layout for fireplace protection of metal Structures systematically offers the most recent findings on behaviours of metal structural elements in a hearth, akin to the catenary activities of limited metal beams, the layout tools for constrained metal columns, and the membrane activities of concrete ground slabs with metal decks. utilizing a scientific description of structural fireplace protection engineering rules, the authors illustrate the real distinction among behaviours of an remoted structural point and the limited part in an entire constitution below hearth 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 hearth protection 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 data hole among fireplace safeguard engineers, structural engineers and construction inspectors, and should be of vital curiosity to architects, code officers, development 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 institution of Civil Engineering of Shandong college, China.
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Extra resources for Advanced Analysis and Design for Fire Safety of Steel Structures
References 35  A. H. Buchanan. Structural Design for Fire Safety. , 2001.  V. Babrauskas. Specimen heat ﬂuxes for bench scale heat release rate testing. Fire and Materials, 19(2):243–252, 1995.  W. D. Walton and P. H. Thomas. Estimating Temperatures in Compartment Fires. SFPE Handbook of Fire Protection Engineering, Society of Fire Protection Engineers, USA, 1995.  T. Tanaka, M. Sato, and T. Wakamatsu. Simple formula for ventilation controlled ﬁre temperatures. Fire Science and Technology, 17(1):15–27, 1997.
Components for Smoke and Heat Control Systems. Functional Recommendations and Calculation Methods for Smoke and Heat Exhaust Ventilation Systems, Employing Steady-State Design Fires. British Standard Insititute, 2003.  B. Karlsson and J. G. Quintiere. Enclosure Fire Dynamics. CRC Press, 2000.  D. Drysdale. An Introduction to Fire Dynamics, Second Edition. John Wiley and Sons, 2007.  National Fire Protection Association. Guide for Smoke and Heat Venting. National Fire Protection Association, 1985.
3. Stress Ultimate strength 20 400 Yield strength B 1% proof stress C A 1% Fig. 3 EC3 and BS5950 Model EC3  and BS5950  provide tables to deﬁne the reduction factor of yield strength and Young’s modulus of steel at elevated temperatures. 1 in EN1993-1-2  and Table 1 in BS5950 Part 8  . 28) The yield strength and Young’s modulus of structural steel at high temperatures obtained with the above equations are compared in Fig. 4 and Fig. 5  . It can be seen that there are some differences in the yield strength and Young’s modulus for structural steel proposed by different codes.
Advanced Analysis and Design for Fire Safety of Steel Structures by Prof. Guoqiang Li, Associate Prof. Peijun Wang (auth.)