Structural Performance Evaluation of New-type Wave Dissipating Block : Tri-Loc

2016 ◽  
Vol 16 (4) ◽  
pp. 287-293 ◽  
Author(s):  
JiHye Seo ◽  
Young Hyun Park ◽  
Taek Hee Han ◽  
Young-Min Oh ◽  
DeokHee Won
Keyword(s):  
Performance Evaluation ◽  
Structural Performance ◽  
Type Wave ◽  
New Type

STRUCTURAL PERFORMANCE EVALUATION OF NEW-TYPE WAVE DISSIPATING CONCRETE BLOCK

2009 ◽  
Author(s):  
Satoshi Noboru ◽  
Mitsuyasu Iwanami ◽  
Masato Yamamoto ◽  
Ichiro Nishiwaki
Keyword(s):  
Performance Evaluation ◽  
Concrete Block ◽  
Structural Performance ◽  
Type Wave ◽  
New Type

scholarly journals Slit-type Breakwater; Box-type Wave Absorber

1976 ◽  
Vol 1 (15) ◽  
pp. 154 ◽  
Author(s):  
Shoshichiro Nagai ◽  
Shohachi Kakuno
Keyword(s):  
Cross Section ◽  
Water Depth ◽  
Vertical Wall ◽  
Bottom Wall ◽  
Front Wall ◽  
Type Wave ◽  
Composite Type ◽  
New Type ◽  
Vertical Walls ◽  
Horizontal Bottom

A box-type wave absorber, which is composed of a perforated vertical front-wall and a perforated, horizontal bottom-wall, has been proved by a number of experiments to show lower coefficients of reflection and more distinguished reduction of wave pressures than the perforated vertical- wall breakwater. A breakwater of composite-type, which is 1500 m long and to be built at a water depth of 10 to 11 m below the Datum Line in the Port of Osaka, is being designed to set this new type of wave absorber in the concrete caissons of the vertical-walls which is named "a slit-type breakwater". The typical cross-section of the breakwater and the advantages of the slit-type breakwater are presented herein.

Structural performance evaluation of rubberised concrete beams with micro-reinforcement

2020 ◽  
Vol 21 (2) ◽  
pp. 118-134
Author(s):  
Rajendran Karthikeyan ◽  
Raghunath Pulipakka Narasimha Rao ◽  
Suguna Kannan
Keyword(s):  
Performance Evaluation ◽  
Concrete Beams ◽  
Structural Performance
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