scholarly journals Study on Yield Mechanisms of an Abutment with Knock-Off Device for Base Isolated Bridge and Practical Calculation Method for Its Critical Strength.

1994 ◽  
pp. 153-161
Author(s):  
Toshio Kikuchi ◽  
Shun-ichi Higuchi ◽  
Yozo Goto
Keyword(s):  
Calculation Method ◽  
Practical Calculation ◽  
Critical Strength ◽  
Isolated Bridge

scholarly journals Practical calculation method to estimate the absolute boron concentration in tissues using 18F-FBPA PET

2017 ◽  
Vol 31 (6) ◽  
pp. 481-485 ◽  
Author(s):  
Tadashi Watabe ◽  
Kohei Hanaoka ◽  
Sadahiro Naka ◽  
Yasukazu Kanai ◽  
Hayato Ikeda ◽  
...  
Keyword(s):  
Calculation Method ◽  
Boron Concentration ◽  
Practical Calculation ◽  
The Absolute

scholarly journals A Practical Calculation Method of a Moored Semi-Submersible Rig Motion in Waves

1984 ◽  
Vol 1984 (155) ◽  
pp. 151-163 ◽  
Author(s):  
Seiji Takezawa ◽  
Tsugukiyo Hirayama ◽  
Celso Kazuyuki Morooka
Keyword(s):  
Calculation Method ◽  
Practical Calculation

Practical Calculation Method for the Bearing Capacity at High Temperature of Concrete Filled Steel Tubular Columns Subjected to Fire

2014 ◽  
Vol 1065-1069 ◽  
pp. 1358-1362
Author(s):  
Jin Sheng Han ◽  
Hao Ran Liu ◽  
Shu Ping Cong
Keyword(s):  
High Temperature ◽  
Bearing Capacity ◽  
Fire Resistance ◽  
Calculation Method ◽  
Engineering Application ◽  
Practical Calculation ◽  
Tubular Columns ◽  
Calculation Results ◽  
Simplified Calculation ◽  
Simplified Calculation Method

The fire resistance of concrete filled steel tubular column is usually obtained by the numerical analysis method, which is difficult to operate and not convenient in the actual civil engineering. So it is necessary to study the simplified calculation method. A large number of numerical simulation results of the temperature distribution of the section and the bearing capacity at high temperature of the concrete filled steel tubular columns are analyzed. The influences of secondary parameters are simplified. The simplified calculation method at 150 min and 180 min for the bearing capacity at high temperature of concrete filled steel tubular columns subjected to axial compression and fire is presented on the basis of comprehensive analysis of the numerical calculation results. The calculation results can be used as the basis to judge the fire resistance. It is shown by the comparison with the experimental results that the precision of the simplified calculation method can meet the requirements of engineering application.

Practical Calculation of Cable-Stayed Arch Bridge Lateral Stability

2014 ◽  
Vol 587-589 ◽  
pp. 1586-1592 ◽  
Author(s):  
Wei Lu ◽  
Ding Zhou ◽  
Zhi Chen
Keyword(s):  
Calculation Method ◽  
Practical Calculation ◽  
Lateral Stability ◽  
Bridge Structure ◽  
Construction Process ◽  
Energy Principle ◽  
Arch Bridge ◽  
Long Span ◽  
Arch Bridges ◽  
Cable Stayed Bridges

A long-span cable-stayed arch bridge is a new form of bridge structure that combines features of cable-stayed bridges with characteristics of arch bridges. In the present study, we derived a practical calculation method for the lateral destabilization critical loading of cable-stayed arch bridges during the construction process based the energy principle. The validity of the method was verified with an example. The calculation method provides a quick and efficient way to evaluate the lateral stability of a cable-stayed arch bridge and a concrete filled steel tubular arch bridge during the construction process.

A practical calculation method of ship maneuvering motion

1981 ◽  
Vol 28 (325) ◽  
pp. 207-222 ◽  
Author(s):  
S. Inoue ◽  
M. Hirano ◽  
K. Kijima ◽  
J. Takashina
Keyword(s):  
Calculation Method ◽  
Practical Calculation ◽  
Ship Maneuvering ◽  
Maneuvering Motion
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