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Desert ecological control and ecological industrial construction: Practice and inspiration from China
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作者 Xue-zheng Gao Lu Liu +1 位作者 Yun-tao Shang Fan-yu Qi 《China Geology》 CAS CSCD 2024年第3期596-600,共5页
Desertification poses significant threats to the ecological security and sustainable economic and social development of countries worldwide. In China, existing desertified land primarily lies between 35°–50°... Desertification poses significant threats to the ecological security and sustainable economic and social development of countries worldwide. In China, existing desertified land primarily lies between 35°–50°N, covering arid and semi-arid regions and a total area of 1.688×106 km^(2), which represents 17.58%of the total territorial area of the country (Fig. 1). 展开更多
关键词 DESERT ECOLOGICAL primarily
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A Nonlinear Vortex Induced Vibration Model of Marine Risers 被引量:3
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作者 LIU Juan HUANG Weiping 《Journal of Ocean University of China》 SCIE CAS 2013年第1期32-36,共5页
With the exploitation of oil and gas in deep water, the traditional vortex induced vibration (VIV) theory is challenged by the unprecedented flexibility of risers. A nonlinear time-dependent VIV model is developed in ... With the exploitation of oil and gas in deep water, the traditional vortex induced vibration (VIV) theory is challenged by the unprecedented flexibility of risers. A nonlinear time-dependent VIV model is developed in this paper based on a VIV lift force model and the Morison equation. Both the inline vibration induced by the flow due to vortex shedding and the fluid-structure interaction in the transverse direction are included in the model. One of the characteristics of the model is the response-dependent lift force with nonlinear damping, which is different from other VIV models. The calculations show that the model can well describe the VIV of deepwater risers with the results agreeing with those calculated by other models. 展开更多
关键词 vortex-induced vibration fluid-structure interaction lift force nonlinear model
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An Improved Method of Structure Damage Diagnosis for Jacket Platforms 被引量:1
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作者 刘娟 黄维平 石湘 《Journal of Marine Science and Application》 2011年第4期485-489,共5页
In the exploitation of ocean oil and gas, many offshore structures may be damaged due to the severe environment, so an effective method of diagnosing structural damage is urgently needed to locate the damage and evalu... In the exploitation of ocean oil and gas, many offshore structures may be damaged due to the severe environment, so an effective method of diagnosing structural damage is urgently needed to locate the damage and evaluate its severity. Genetic algorithms have become some of the most important global optimization tools and been widely used in many fields in recent years because of their simple operation and strong robustness. Based on the natural frequencies and mode shapes of the structure, the damage diagnosis of a jacket offshore platform is attributed to an optimization problem and studied by using a genetic algorithm. According to the principle that the structural stiffness of a certain direction can be greatly affected only when the brace bar in the corresponding direction is damaged, an improved objective function was proposed in this paper targeting measurement noise and the characteristics of modal identification for offshore platforms. This function can be used as fitness function of a genetic algorithm, and both numerical simulation and physical model test results show that the improved method may locate the structural damage and evaluate the severity of a jacket offshore platform satisfactorily while improving the robustness of evolutionary searching and the reliability of damage diagnosis. 展开更多
关键词 damage diagnosis genetic algorithm objective function mode shape error function
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SCATTERING OF CIRCULAR CAVITY IN RIGHT-ANGLE PLANAR SPACE TO STEADY SH-WAVE 被引量:1
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作者 史文谱 刘殿魁 +2 位作者 宋永涛 褚京莲 胡爱琴 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第12期1619-1626,共8页
Complex function method and multi-polar coordinate transformation technology are used here to study scattering of circular cavity in right-angle planar space to SH-wave with out-of-plane loading on the horizontal stra... Complex function method and multi-polar coordinate transformation technology are used here to study scattering of circular cavity in right-angle planar space to SH-wave with out-of-plane loading on the horizontal straight boundary. At first, Green function of right-angle planar space which has no circular cavity is constructed; then the scattering solution which satisfies the free stress conditions of the two right-angle boundaries with the circular cavity existing in the space is formulated. Therefore, the total displacement field can be constructed using overlapping principle. An infinite algebraic equations of unknown coefficients existing in the scattering solution field can be gained using multi-polar coordinate and the free stress condition at the boundary of the circular cavity. It can be solved by using limit items in the infinite series which can give a high computation precision. An example is given to illustrate the variations of the tangential stress at the boundary of the circular cavity due to different dimensionless wave numbers, the location of the circular cavity, the loading center and the distributing range of the out-of-plane loading. The results show the efficiency and effectiveness of the mothod introduced here. 展开更多
关键词 SCATTERING SH-wave circular cavity dynamic stress right-angle planar space multi-polar coordinate
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Compressive and Flexural Strengths of Cement Stabilized Earth Bricks Reinforced with Treated and Untreated Pineapple Leaves Fibres 被引量:1
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作者 Nounagnon A. Vodounon Christopher Kanali John Mwero 《Open Journal of Composite Materials》 2018年第4期145-160,共16页
This study compares the effect of treated pineapple leaves fibres (T-PALF) with sodium hydroxide solution and untreated fibres (N-PALF) on the compressive and flexural strength of earth bricks stabilized with 3% and 5... This study compares the effect of treated pineapple leaves fibres (T-PALF) with sodium hydroxide solution and untreated fibres (N-PALF) on the compressive and flexural strength of earth bricks stabilized with 3% and 5% cement. The fibre content ranged from 0% to 5% in steps of 1% by weight. The compressive strength tests were made at 7, 14, 21 and 28 days of curing;the flexural strength test were conducted at 28th day only. The results show that the T-PALF had a higher compressive strength when comparing to the N-PALF. The highest compressive strength of the bricks was obtained at 28 days of curing. The compressive strength at 28 days of stabilized brick at 3% and 5% of cement reinforced with T-PALF were 4.01 and 4.81 MPa, respectively, while the one reinforced with N-PALF was 3.19 and 4.63 MPa, respectively. The results further show that the highest flexural strength of both stabilized bricks at 3% and 5% of cement reinforced with T-PALF and N-PALF was obtained with the bricks stabilized with 5% of cement reinforced with T-PALF. This results show that bricks stabilized with 5% cement and reinforced with 3% of treated fibres content are good for construction of load bearing walls. It was observed;a significant improvement of the reinforced blocks under flexure than under compression. 展开更多
关键词 Compressed Stabilized BRICKS TREATED PINEAPPLE Leaf Fibres Laterite BRICKS COMPRESSIVE STRENGTH Flexural STRENGTH and REINFORCED
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Dyeing wastewater treatment with a complex adsorption-coagulation agent
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作者 赵庆健 刘俊良 +1 位作者 赵庆良 刘志刚 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2005年第5期517-520,共4页
To remove effectively the pollutants from printing and dyeing wastewater, a new complex adsorption-coagulation agent was developed and employed in dyeing wastewater treatment. The experimental results showed that bett... To remove effectively the pollutants from printing and dyeing wastewater, a new complex adsorption-coagulation agent was developed and employed in dyeing wastewater treatment. The experimental results showed that better removals of COD, turbidity and color could be efficiently realized under the operating conditions of mixing at 150 r/min, reacting within 5 min and dosing at 15 g/L and 20 g/L, respectively. Combined with the settled sludge, the agent could be recycled for further adsorption and coagulation within 10 times. Compared to the conventional coagulants, the newly-developed agent had such merits as suitability for wide pH range of wastewater, less sludge production, reutilization of the condensed sludge and low operation cost. 展开更多
关键词 adsorption-coagulation agent printing and dyeing wastewater brine sludge sludge recycle
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Effects of soil profile and characteristic of exciting force on propagation of ground vibrations
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作者 Sunao KUNIMATSU Yoshihiro HIRAO Yasutoshi KITAMURA 《Journal of Modern Transportation》 2012年第3期129-137,共9页
Ground-borne vibrations caused by vibration sources such as road traffic and construction exhibit complicated properties during propagation from the vibration source to the inside of a building. In the present paper, ... Ground-borne vibrations caused by vibration sources such as road traffic and construction exhibit complicated properties during propagation from the vibration source to the inside of a building. In the present paper, a numerical analysis technique for the system of vibration source and propagation path of ground vibration is developed in order to systematically determine the propagation properties of the vibration as part of developing a predictive technique for exposure evaluations by vibrations in three directions at receiving points of vibration in the human body. First, the exciting forces in three directions for input into the numerical computation are inversely-estimated by using the measured acceleration rec- ords of the measurement points, which are near the vibration source. The thin-layered element method is used for numerical computation of the ground vibration. Then, the calculation results for the ground vibration obtained by using the estimated exciting force are compared with the measured results, and the influence of the stratified structure of the ground on the exciting force and the propagation properties of the ground vibration are studied. From these results, in a prediction of the ground vibration in three directions, it is emphasized that it is necessary to consider the influence of horizontal exciting force, although attention has been paid to only the vertical exciting force for simulating ground vibration. 展开更多
关键词 ground-borne vibration vibration source exciting force stratified structure soil profile
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Developing Suitable Proportions for the Production of Pineapple Leaf Fibers Reinforced Normal Strength Concrete
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作者 Kayibanda Patrick Richard Ocharo Onchiri Geoffrey N. Mang’uriu 《Open Journal of Civil Engineering》 2019年第3期185-194,共10页
The present work tried to develop suitable proportions for the production of Pineapple Leaf Fibers (PALF) reinforced Normal Strength Concrete (NSC), an experimental analysis with a mix ratio of 1:1.84:3.27 for cement:... The present work tried to develop suitable proportions for the production of Pineapple Leaf Fibers (PALF) reinforced Normal Strength Concrete (NSC), an experimental analysis with a mix ratio of 1:1.84:3.27 for cement: fine aggregates: coarse aggregates with constant water to cement ratio of 0.54. The total volume per mixing batch was calculated of 9 cubes + 9 cylinders + 3 beams in order to know the number of materials to be used in casting per batch, and the PALF percentage was taken based on cement weight whereby it starts from the lowest to the maximum as follow 0%, 0.2%, 0.4%, 0.6%, 0.8%, and 1%. The tests that were done on fresh concrete were compacting factors and workability using the slump test which was carried out on each fresh mix of concrete. The results showed that PALF can be used to improve the Tensile and Flexural properties of Normal Strength Concrete. 展开更多
关键词 PINEAPPLE LEAF Fibers Tensile STRENGTH COMPRESSIVE STRENGTH FLEXURAL STRENGTH and Water Absorption
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Template-module assembly to prepare low-molecular-weight gene transport system with enhanced transmembrane capability 被引量:4
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作者 YANG Bin LV Yin +5 位作者 WANG QingRong LIU Yun AN Hong FENG Jun ZHANG XianZheng ZHUO RenXi 《Science China Chemistry》 SCIE EI CAS 2014年第4期558-567,共10页
Based on specific host-vip interactions between amine-modified [3-cyclodextrin (CD-TAEA) and functional adamantane (AD) derivatives, a module-template strategy has been proposed for the construction of low-molec... Based on specific host-vip interactions between amine-modified [3-cyclodextrin (CD-TAEA) and functional adamantane (AD) derivatives, a module-template strategy has been proposed for the construction of low-molecular-weight cationic assem- blies for gene transport. This strategy offers great flexibility in terms of the introduction of mono- or multi-functionality by the inclusion of one or more adamantane-based modules with the desired functionalities. As proof of concept, phenylboronic acid (PB) containing adamantane (PB-AD) was used as a model module in the hope of offering enhanced cytosolic delivery in con- sideration of the special affinity of PB groups with cell membranes. The physicochemical properties of the complexes formed with plasmid DNA, such as particle size, zeta potential and morphology were investigated. Confocal laser scanning microsco- py and flow cytometry experiments demonstrated the important contribution of the functional PB-AD module to the consider- ably enhanced intracellular internalization and uptake by cellular nuclei. Compared to the parent CD-TAEA, PB-AD/CD- TAEA assemblies mediated higher transfection rates, which were even comparable to that of PEI25K. In addition, PB-AD/CD- TAEA displayed much lower cytotoxicity than PEI25K in both 293T and HeLa cell lines. The encouraging results suggest that CD-TAEA can be developed as a powerful template capable of readily accommodating various AD-based modules giving versatile functionalities for improved transfection. 展开更多
关键词 template-module assembly host-vip interaction gene delivery
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