An Interpretation of Results of Fire Tests of Prestressed Concrete Building Components

PCI Journal ◽  
1962 ◽  
Vol 7 (5) ◽  
pp. 14-43
Author(s):  
A. H. Gustaferro ◽  
C. C. Carlson
PCI Journal ◽  
1959 ◽  
Vol 4 (3) ◽  
pp. 18-32
Author(s):  
HENNING COLLBORG

2018 ◽  
Vol 788 ◽  
pp. 36-44
Author(s):  
Liudmyla Demydchuk ◽  
Dmytro Sapozhnyk

The normative documents of Ukraine (DBN V.1.1.7 ̶ 2016) [1] establish that the limit of fire resistance of reinforced-concrete building structures is determined by the calculation method or by fire tests, and shall be at least 45 minutes. Taking into account the modern construction technologies, namely, the reduction of the section of the main building reinforced-concrete structures, it is expedient to use fire-retardant coatings to provide the necessary fire resistance limit.


2014 ◽  
Vol 651-653 ◽  
pp. 1224-1226
Author(s):  
Min Yang

With the continuous development of China's coal technology, prestressed concrete stand in the coal mine construction jobs because of the building structure stiffness, mechanical characteristics, and other characteristics of joints less widely used. Firstly, the main concepts of prestressed concrete is analyzed, combined with the building of a coal mine stent design prestressed concrete examples of the main problems in the mine design process involved the stent to expand a detailed analysis and discussion, hoping to mine construction of large buildings play a guiding role in improving mine safety production conditions, to provide reliable protection for coal mine safety.


1990 ◽  
Vol 116 (11) ◽  
pp. 3077-3089
Author(s):  
S. L. Lee ◽  
S. Tumilar ◽  
H. C. Chin

PCI Journal ◽  
1975 ◽  
Vol 20 (1) ◽  
pp. 62-73 ◽  
Author(s):  
Felix Kulka ◽  
T. Y. Lin ◽  
Y. C. Yang

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