Application of partial cross-section precast system to save the Amazon forest

2010 ◽  
Vol 37 (6) ◽  
pp. 878-886 ◽  
Author(s):  
Dênio Ramam Carvalho de Oliveira ◽  
Maurício de Pina Ferreira ◽  
José Guilherme Silva Melo

The Brazilian civil construction industry is one of the largest consumers of wood in the country. The majority of wood is used as formwork to build concrete structures and is discarded at the end of the construction process. This study presents an innovative structural system that uses a type of partial cross-section precast system with thin reinforced concrete flat plates, which are transported and assembled at the construction site and act as permanent formwork with structural function. The major advantages of this system include the reduction of transport costs; easier assembly of the structural elements because of its low weight; and the possibility of idealizing and designing rigid connections between structural elements, improvement of the structural behavior and postive impact on the material economy. This paper presents construction details, tests results, and some real cases where partial cross-section beams and columns were successfully applied in Brazil.


Author(s):  
Xudong Weng ◽  
Peter Rez

In electron energy loss spectroscopy, quantitative chemical microanalysis is performed by comparison of the intensity under a specific inner shell edge with the corresponding partial cross section. There are two commonly used models for calculations of atomic partial cross sections, the hydrogenic model and the Hartree-Slater model. Partial cross sections could also be measured from standards of known compositions. These partial cross sections are complicated by variations in the edge shapes, such as the near edge structure (ELNES) and extended fine structures (ELEXFS). The role of these solid state effects in the partial cross sections, and the transferability of the partial cross sections from material to material, has yet to be fully explored. In this work, we consider the oxygen K edge in several oxides as oxygen is present in many materials. Since the energy window of interest is in the range of 20-100 eV, we limit ourselves to the near edge structures.



1971 ◽  
Vol 2 (24) ◽  
pp. 1261-1264 ◽  
Author(s):  
L. Caneschi


2018 ◽  
Vol 45 (12) ◽  
pp. 125101
Author(s):  
M Bhike ◽  
J H Esterline ◽  
B Fallin ◽  
S W Finch ◽  
M E Gooden ◽  
...  


2021 ◽  
Vol 73 (02) ◽  
pp. 141-151

Prefabricated aluminium halls are usually temporary structures with multiple uses. Their biggest advantage is low weight resulting in lower transport costs and allowing for quick assembly. Today, there is a growing demand for aluminium halls to become permanent structures, and therefore, in meeting the requirements of EN 199x norm series, it is necessary to optimize the calculation aspect of conventional structural systems with reinforced bolted joints. An overview of the most common structural systems, typical aluminium profiles and joints with steel reinforcements, as well as a common approach for design and assembly, is presented in the paper.



2013 ◽  
Vol 12 (2) ◽  
pp. 213-220
Author(s):  
Marian Giżejowski ◽  
Zbigniew Stachura

Issues related to safety requirements for steel elements subjected to different stress resultants in reference to limit states design philosophy according to Structural Eurocodes PN-EN and national codes PN-B are dealt with in the paper. The calibration of partial cross-section resistance factors is discussed on the basis of elements of steel floor structures where the permanent load component and the live load component of variable actions are the only components of load combinations. Final conclusions for their practical application in the codification process are formulated and values of partial factors for cross section resistance are proposed.





2002 ◽  
Vol 39 (sup2) ◽  
pp. 646-648 ◽  
Author(s):  
Yu.P. Popov ◽  
A.V. Voinov ◽  
N.A. Gundorin ◽  
A.P. Kobzev ◽  
P.V. Sedyshev ◽  
...  


2003 ◽  
Vol 66 (1) ◽  
pp. 44-46 ◽  
Author(s):  
A. V. Voinov ◽  
D. G. Serov ◽  
Yu. P. Popov ◽  
N. A. Gundorin ◽  
A. P. Kobzev ◽  
...  


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