Bearing Test Research on the Cable Anchorage Zone of the Main Girder of the Xiamen-Zhangzhou Bridge

2014 ◽  
Vol 490-491 ◽  
pp. 1666-1670
Author(s):  
Fan Zhang ◽  
Jin Zhi Zhou ◽  
Jian Min Xiong ◽  
Jie Dai
Keyword(s):  
Full Size ◽  
Size Model ◽  
Manufacturing Techniques ◽  
Main Girder ◽  
Test Result

This paper presents the static and bearing test research with adopting the full size model on the cable anchorage zone of the main girder of the Xiamen-Zhangzhou Bridge. According to test result. It verified correctness of its design and feasibility of its manufacturing techniques·

scholarly journals Kunst og naturvidenskab under samme tag

1970 ◽  
pp. 115
Author(s):  
Mette Kia Krabbe Meyer ◽  
Hanne Teglhus
Keyword(s):  
Aesthetic Experience ◽  
17Th Century ◽  
Art And Science ◽  
Work Of Art ◽  
Full Size ◽  
Disciplinary Boundaries ◽  
American Artist ◽  
Size Model ◽  
The Relationship

Kollokvium om at udstille kunst og naturvidenskab. Steno Museet, Danmarks Videnskabshistoriske Museum, Århus, 25. september 2006. In the fall of 2006, the Steno Museum (Aarhus, Denmark) exhibited the installation Room One created by the American artist Rosamond Purcell. This installation consists of a full-size model of Museum Wormianum, the Danish physician Ole Worm’s curiosity cabinet, dating from the 17th century. This is a work of art – yet it depicts a naturalist’s laboratory. When one adds that it has also been called the first museum in Denmark, it seemed an obvious step to make the artwork the occasion of a symposium on the relationship between art, science and museums. At this symposium, the artist, along with a number of science historians and museum curators, discussed the definitions of art and science then and now, and spoke about the attempts to transcend the disciplinary boundaries that take place within the museums. Different ways of exhibiting were brought into focus, and Purcell’s installation formed the basis for many interesting discussions about the museum as a place of learning and of aesthetic experience.

Test result of full size 40 kA NET/ITER conductor in the FENIX test facility

1993 ◽  
Vol 3 (1) ◽  
pp. 357-360 ◽  
Author(s):  
P. Bruzzone ◽  
N. Mitchell ◽  
H. Katheder ◽  
E. Salpietro ◽  
M.R. Chaplin ◽  
...  
Keyword(s):  
Test Facility ◽  
Full Size ◽  
Test Result

Experimental Study on Neotype Anchor System in Tower of Cable-Stayed Bridge

2010 ◽  
Vol 163-167 ◽  
pp. 2017-2022
Author(s):  
Dong Lian Tan ◽  
Feng Jiang Qin ◽  
Di Jin
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Full Size ◽  
Anchor System ◽  
Good Working ◽  
Cable Stayed Bridge ◽  
Size Model ◽  
Test Investigation ◽  
The Cost ◽  
Cost Of Construction

Concrete is used in tower, and steel is used in anchor zone. It can make full use of the two materials’ nature. It can not only satisfy the tower’s stressed aptitude, but also can reduce the cost of construction. In this paper, the full size model has been designed and constructed. The test investigation of the statical performance have been proceeded. The results show that the neotype anchor system can make full use of the materials’ nature and is in good working order. The anchor system with enough bearing capacity satisfies the operating requiements of the cable-stayed bridge.

Fatigue Test on Integral Joint of the Main Truss of the Baling River Bridge

2009 ◽  
Vol 417-418 ◽  
pp. 481-484 ◽  
Author(s):  
Gao Liu ◽  
Wen Ming Wu ◽  
Liang Tang ◽  
Tian Liang Wang
Keyword(s):  
Fatigue Test ◽  
Fatigue Resistance ◽  
Suspension Bridge ◽  
Scale Model ◽  
Fatigue Reliability ◽  
Truss Bridges ◽  
Long Span ◽  
Load Spectra ◽  
Main Girder ◽  
Test Result

The Baling River Bridge is a single-span simply-supported suspension bridge with a main span of 1088 m. The steel stiffening truss is employed as its main girder and comprises the integral joints connecting the chord members. The integral joint is a key structure and determines the safety of the bridge, but it is very complex in detail and has an undefined fatigue resistance. In order to investigate its mechanical behavior and fatigue reliability, a fatigue test was performed on a 1:1.4 scale model of the integral joint of the main truss of the Bridge. With an assumption of the load spectra represented by the standard fatigue vehicle in BS 5400, the test fatigue load was derived accounting for the multiple vehicle effect and the model scale. The test result shows that no cracks were detected in the model when subjected to two million stress range cycles, and the structure has an reliable fatigue resistance satisfying the design requirement. This type of integral joint is an alternative for long-span truss bridges.

FRESH 3D Bioprinting a Full-Size Model of the Human Heart

2020 ◽  
Vol 6 (11) ◽  
pp. 6453-6459
Author(s):  
Eman Mirdamadi ◽  
Joshua W. Tashman ◽  
Daniel J. Shiwarski ◽  
Rachelle N. Palchesko ◽  
Adam W. Feinberg
Keyword(s):  
Human Heart ◽  
3D Bioprinting ◽  
Full Size ◽  
Size Model

scholarly journals Study of Ore and Coke Distribution in Blast Furnace Carried Out on a Full Size Model

1979 ◽  
Vol 19 (11) ◽  
pp. 667-675 ◽  
Author(s):  
Kiichi NARITA ◽  
Shin-ichi INABA ◽  
Isao KOBAYASHI ◽  
Ken-ichi OKIMOTO ◽  
Masakata SHIMIZU ◽  
...  
Keyword(s):  
Blast Furnace ◽  
Full Size ◽  
Size Model
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