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Wyszukujesz frazę "Tan, Wan" wg kryterium: Autor


Tytuł:
Association of respiratory symptoms and lung function with occupation in the multinational Burden of Obstructive Lung Disease (BOLD) study
Autorzy:
Ratanachin, Jate
de Matte, Sara
Wouters, Emiel F.M.
Padukudru Anand, Mahesh
Tan, Wan
Juvekar, Sanjay
Li Cher, Loh
Nafees, Asaad A.
Seemungal, Terence
Rashid, Abdul
Jogi, Rain
Mortimer, Kevin
Aquart-Stewart, Althea
Ahmed, Rana
Zheng, Jinping
Cullinan, Paul
Denguezli, Meriam
Salvi, Sundeep
Buist, A. Sonia
Studnicka, Michael
Gulsvik, Amund
Al Ghobain, Mohammed
Nielsen, Rune
Gislason, Thorarinn
Amaral, Andre F.S.
Elsony, Asma
Janson, Christer
Mannino, David
Obaseki, Daniel O.
Harrabi, Imed
Lawin, Herve
Burney, Peter
Mejza, Filip
Hacene Cherkaski, Hamid
Opis:
Background: Chronic obstructive pulmonary disease has been associated with exposures in the workplace. We aimed to assess the association of respiratory symptoms and lung function with occupation in the Burden of Obstructive Lung Disease study. Methods: We analysed cross-sectional data from 28 823 adults (≥40 years) in 34 countries. We considered 11 occupations and grouped them by likelihood of exposure to organic dusts, inorganic dusts and fumes. The association of chronic cough, chronic phlegm, wheeze, dyspnoea, forced vital capacity (FVC) and forced expiratory volume in 1 s (FEV$_{1}$)/FVC with occupation was assessed, per study site, using multivariable regression. These estimates were then meta-analysed. Sensitivity analyses explored differences between sexes and gross national income. Results: Overall, working in settings with potentially high exposure to dusts or fumes was associated with respiratory symptoms but not lung function differences. The most common occupation was farming. Compared to people not working in any of the 11 considered occupations, those who were farmers for ≥20 years were more likely to have chronic cough (OR 1.52, 95% CI 1.19–1.94), wheeze (OR 1.37, 95% CI 1.16–1.63) and dyspnoea (OR 1.83, 95% CI 1.53–2.20), but not lower FVC (β=0.02 L, 95% CI −0.02–0.06 L) or lower FEV$_{1}$/FVC (β=0.04%, 95% CI −0.49–0.58%). Some findings differed by sex and gross national income. Conclusion: At a population level, the occupational exposures considered in this study do not appear to be major determinants of differences in lung function, although they are associated with more respiratory symptoms. Because not all work settings were included in this study, respiratory surveillance should still be encouraged among high-risk dusty and fume job workers, especially in low- and middle-income countries.
Dostawca treści:
Repozytorium Uniwersytetu Jagiellońskiego
Artykuł
Tytuł:
Investigation on cracking performance of UHPC overlaid concrete deck at hogging moment zone of steel-concrete composite girders
Autorzy:
Wan, Zhiyong
Guo, Guohe
Wang, Zhiguo
He, Shaohua
Tan, Juliang
Hou, Libo
Wydawca:
Polska Akademia Nauk. Czasopisma i Monografie PAN
Powiązania:
https://bibliotekanauki.pl/articles/27829910.pdf  Link otwiera się w nowym oknie
Opis:
The concrete deck at the negative bending moment region of a continuous steel-concrete composite girder bridge is the weakest part of the structure. Introducing ultra-high performance concrete (UHPC) to the hogging region may overcome the shortage and break through the bottleneck. This paper explores the cracking performance of steel-concrete composite girders with concrete slabs topped by a thin layer of UHPC subjected to a negative bending moment.Areal continuous composite girder bridge is briefly introduced as the engineering background, and the cracking characteristic of the concrete deck over the middle piers of the bridge is numerically modeled. Approaches to strengthen the cracking performance of the concrete deck at the hogging region through topping UHPC overlays are proposed. The effectiveness of the approaches is examined by conducting a series of numerical and experimental tests. Numerical results indicate that the normal concrete (NC) deck near the middle forums of the bridge would crack due to the large tensile stress from negative bending moments. Replacing the top concrete with an identical-thick UHPC overlay can increase the cracking resistance of the deck under the moment. As the thickness of the UHPC overlay increased from 6.0 cm to 12.0 cm, the maximum shear stress at the UHPC overlay-to-NC substrate interface under different load combinations was decreased by 56.3%65.3%. Experimental results show that the first-cracking load of the composite beam using an NC-UHPC overlaid slab was 2.1 times that using an NC slab. The application of a UHPC overlaid deck can significantly improve the crack performance of the steel-concrete composite girder bridge.
Dostawca treści:
Biblioteka Nauki
Artykuł

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