scholarly journals EXPERIMENTAL STUDY ON WOODEN SEMI-RIGID PORTAL FRAMES WITH PARAMETERS OF SPAN, HEIGHT AND VERTICAL LOAD

2013 ◽  
Vol 78 (683) ◽  
pp. 119-128
Author(s):  
Kazuhiro YAMAGUCHI ◽  
Masahiro INAYAMA ◽  
Satoshi SHIMURA ◽  
Taishi HATAKEYAMA ◽  
Naohito KAWAI
Keyword(s):  
Experimental Study ◽  
Vertical Load

EXPERIMENTAL STUDY ON STRESSES OCCURRING IN CONNECTION OF RUBBER BEARING UNDER VERTICAL LOAD

2020 ◽  
Vol 85 (776) ◽  
pp. 1335-1345
Author(s):  
Motoki MISU ◽  
Miyuki SHIMIZU ◽  
Shigeo FUKUDA ◽  
Naoki KATO ◽  
Takeshi FURUHASHI
Keyword(s):  
Experimental Study ◽  
Vertical Load ◽  
Rubber Bearing

Tester for Study the Influence of Tire Vertical Load and Tire Internal Pressure on Tire Cornering Stiffness

2016 ◽  
Vol 822 ◽  
pp. 89-93
Author(s):  
Hristina Georgieva ◽  
Nikolai Pavlov ◽  
Lilo Kunchev
Keyword(s):  
Experimental Study ◽  
Internal Pressure ◽  
Experimental Methodology ◽  
Vertical Load ◽  
Vehicle Handling ◽  
Index Group ◽  
Study Process

This article presents the results of experimental study of the influence of tire vertical load and tire internal pressure on tire cornering stiffness. The results have been obtained with a mobile tire tester which was developed at department “CEAET” at TU-SOFIA. The information about the dates of size load, index speed, index group, wearing out is obtained from Goodyear website, www.goodyear.eu. The study process concerns three main areas: (i) the choice of the experimental methodology; (ii) calculation and analysis of the data; (iii) discussion and conclusion. The obtained results give the possibility to determinate the role of tire on vehicle handling and stability.

Experimental Study of Composed Wall with Site Laying Reinforcing Rib under the Effect of Vertical Load

2014 ◽  
Vol 501-504 ◽  
pp. 954-958
Author(s):  
Wei Dong Sun ◽  
Xin Yu Niu
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Bearing Capacity ◽  
Energy Saving ◽  
Failure Mode ◽  
Building Structure ◽  
Vertical Load ◽  
Environmental Friendly ◽  
Earthquake Resistant ◽  
Load Carrying

Composed wall with site laying reinforcing rib is composed of reinforced concrete rib, girtstrip and filling brickwork. This kind of wall is energy-saving, environmental-friendly and of good earthquake resistant performance. It is suitable to village building structure. In this paper, the load carrying capability and failure mode of this kind of composed wall under the effect of vertical load, the maximum bearing capacity of the wall and its influencing factors are mainly introduced.

Experimental Study on Flexural Behavior of Typical Mortise-Tenon Joints

2014 ◽  
Vol 578-579 ◽  
pp. 160-163 ◽  
Author(s):  
Chun Chao Chen ◽  
Hong Xing Qiu ◽  
Ming Gang Xu
Keyword(s):  
Experimental Study ◽  
Failure Modes ◽  
Bending Moment ◽  
Lower Surface ◽  
Flexural Behavior ◽  
Relative Rotation ◽  
Vertical Load ◽  
Loading Test ◽  
Damage Type ◽  
Damage Types

The same two straight mortise-tennon joints in the base of melon-column (SJ for short) and penetrated mortise-tennon joints (PJ for short) were made with related rules. Relations of moment-rotation, length of the tenon pulled out-rotation and failure modes were got through monotonic loading test. Experimental study showed the main damage type of SJ was pulling out, while two damage types of PJ were bending damage and transverse tearing failure respectively. When under the action of bending moment, the resisting torque of SJ was synthesized by vertical load of columns, while that of PJ was mainly synthesized by local compresssive stress and friction on upper and lower surface of the tennon. In addition, the pulling size of tennons was associated with the heigth of tenon and relative rotation of beam and column.

Experimental Study on the Seismic Behavior of HSW Model with High Shear-Span Ratio

2011 ◽  
Vol 368-373 ◽  
pp. 344-348
Author(s):  
Gang Wang ◽  
Qiong Mei Wang ◽  
Shu Fang Xu
Keyword(s):  
Experimental Study ◽  
Energy Dissipation ◽  
Seismic Behavior ◽  
Shear Test ◽  
Model Building ◽  
High Shear ◽  
Vertical Load ◽  
Failure Characteristics ◽  
Shear Span

Based on the flexural-shear and press-flexural-shear test of four scale HSW model building with High Shear-Span Ratio, The seismic behavior of the slit and integral HSW are discussed, then the failure characteristics and capacity of HSW under Vertical load and seams are analyzed. The result of experimental study proves that the ductility and the property of energy dissipation of HSW are well; Vertical load could increase the capacity and deformation, decrease the energy dissipation of HSW. And the seams of wall could improve the ductility and the property of energy dissipation of HSW , lower the capacity.

scholarly journals Floating road construction on soft soil

2022 ◽  
Vol 955 (1) ◽  
pp. 012016
Author(s):  
J Gultom ◽  
Pratikso ◽  
A Rochim
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Soft Soil ◽  
Road Construction ◽  
Vertical Load ◽  
Soft Soils ◽  
Raft Foundation ◽  
Box Culverts ◽  
Box Culvert

Abstract The main problem of road construction on saturated soft soils is due to their low bearing capacity and large settlement. One of the solutions to such problems is to install piled box culverts-geofoam. In this study, the pile box culvert-geofoam was modelled as raft foundation. This experimental study was conducted by making a prototype raft file foundation gradually loaded with a maximum vertical load of 20 kN. Different thicknesses of geofoam were utilized in order to observe the influence of thickness on the settlement. Furthermore, difference in settlement is also found when the culvert was constructed with and without geofoam. Thicker geofoam was observed to result in smaller settlement.

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