scholarly journals Structural Design and Construction of a High-rise Office Building of Hybrid Structure, in which 100N/mm2 High Strength Concrete is used First in Singapore^|^mdash;CapitaGreen Project^|^mdash;

2014 ◽  
Vol 52 (1) ◽  
pp. 95-101
Author(s):  
H. Ito ◽  
M. Chayama ◽  
K. Hirai ◽  
M. Kojima
1996 ◽  
Vol 34 (2) ◽  
pp. 51-59
Author(s):  
Akio Hirao ◽  
Eiji Ochi ◽  
Akizumi Kawata

2007 ◽  
Vol 5 (2) ◽  
pp. 181-191 ◽  
Author(s):  
Hideki Kimura ◽  
Tadao Ueda ◽  
Kazuo Ohtake ◽  
Atsushi Kambayashi

2013 ◽  
Vol 357-360 ◽  
pp. 1008-1011
Author(s):  
Fei Hai Wu ◽  
Yun Long Lv ◽  
Quan Yang Shou

In this paper, the usage of high strength concrete are analyzed, based on this analysis, high strength concrete’s engineering problems existing in Chinese practical application are discussed. Reasonable structural design theory according to high strength concrete are put forward , this method is more suitable, especially, for statically indeterminate structural systems. In the end,our suggestions are given in an effort to improve the application of high strength/performance concrete in the construction of China.


2010 ◽  
Vol 163-167 ◽  
pp. 1321-1324
Author(s):  
Sang A. Cha ◽  
Cho Hwa Moon ◽  
Sang Woo Kim ◽  
Kil Hee Kim ◽  
Jung Yoon Lee

The number of high-rise reinforced concrete (RC) buildings is steadily increasing since 1980’s. The use of high strength concrete is indispensible for high-rise RC construction to ensure sufficient strength of the structure. The effect of high strength concrete can be significantly improved by the use of high strength and large size reinforcing bars. The yield strength of transverse reinforcement is limited in the current design codes to prevent possible sudden concrete failure due to over reinforcement. This paper presents the effects of the yield strength of transverse reinforcement and compressive strength of concrete on the structural behavior of reinforced concrete cylinders. Two parameters were considered in this investigation: compressive strength of concrete and the yield strength of transverse reinforcement (472MPa, 880MPa, and 1,430 MPa). Analytical and experimental results indicated that the structural behavior of RC cylinders confined with high strength transverse reinforcement is strongly influenced by compressive strength of concrete.


2011 ◽  
Vol 49 (8) ◽  
pp. 8_37-8_42 ◽  
Author(s):  
K. Yamamoto ◽  
T. Nakajima ◽  
S. Watanabe ◽  
Y. Shimizu

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