scholarly journals STRENGTH OF RHS-COLUMN TO H-BEAM CONNECTIONS UNDER HORIZONTAL FORCE : An experimental study on the welded RHS-column to beam connections Part 3

1985 ◽  
Vol 358 (0) ◽  
pp. 52-62 ◽  
Author(s):  
MOTOTSUGU TABUCHI ◽  
HIROSHI KANATANI
Keyword(s):  
Experimental Study ◽  
Horizontal Force ◽  
H Beam

Experimental Study on the Transverse Stiffness of WJ-8 Rail Fastening

2014 ◽  
Vol 596 ◽  
pp. 3-6 ◽  
Author(s):  
Can Liu ◽  
Zhi Ping Zeng ◽  
Bin Wu ◽  
Jia Yu Yuan ◽  
Xian Feng He
Keyword(s):  
Experimental Study ◽  
Lateral Displacement ◽  
Horizontal Force ◽  
Test Results ◽  
Transverse Stiffness ◽  
Loading Device ◽  
The Relationship

The study of WJ-8 rail fastening is about the relationship between lateral horizontal force and rail’s lateral displacement, and the rail fastening’s transverse stiffness was obtained since the rail slipped. The rail lateral displacement was measured by using the loading device of rail’s lateral horizontal force which was changed as needed. Moreover, when the lateral horizontal force changes, it was analyzed that how it affected rail’s lateral displacement and rail fastening’s transverse stiffness under different bolt torque conditions. Therefore, the recommended value of transverse stiffness is acquired which is based on analyzing the test results.

Experimental Study on the Distribution Coefficient of Horizontal Force Acting on the Wharf Transverse Bents

2013 ◽  
Vol 834-836 ◽  
pp. 1281-1284
Author(s):  
Zhang Yue ◽  
Zhu Feng ◽  
Pei Ran Wang ◽  
Xiang Li
Keyword(s):  
Experimental Study ◽  
Distribution Coefficient ◽  
Transverse Component ◽  
Structure Calculation ◽  
Horizontal Force ◽  
Concentrated Force ◽  
Relative Stiffness ◽  
Design And Construction

The force of ship is one of the main loads which High-Piled Wharf bears, the assignation of transverse component on each bent is the precondition of the calculation which simplified the wharf structure into plane bent. The taking value of transverse component on bent influences a lot on the result of structure calculation. Nowadays, the design of High-Piled Wharf uses the value from the distribution coefficient in the Design and Construction Code of High –Piled Wharf. The results show that the distribution coefficient taken in the code is under the precondition that considering the beam is rigid; the relative stiffness of beam and pile can influence this distribution coefficient. Considering the flexibility of the beam, the distribution coefficient of the horizontal concentrated force on transverse bents will change.

Experimental study of a high-brightness H- beam and its transport through an ESQ focusing system

1992 ◽  
Author(s):  
Samar K. Guharay ◽  
C. K. Allen ◽  
Martin P. Reiser ◽  
Patrick G. O'Shea
Keyword(s):  
Experimental Study ◽  
High Brightness ◽  
H Beam

An Experimental Study on Punching Shear at the Connection of RC Column Constrained by H-Beam with 井 Shape

2009 ◽  
Vol 21 (3) ◽  
pp. 319-326
Author(s):  
Lyang-Woon Kim ◽  
Soo-Kueon Lee ◽  
Jung-Yoon Lee ◽  
Chang-Yong Chung ◽  
Sang-Sik Kim
Keyword(s):  
Experimental Study ◽  
Punching Shear ◽  
Rc Column ◽  
H Beam
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