38 research outputs found

    Engineering Multifunctional Nanozymes to Reprogram Oxidative Stress and Inflammation in Chronic Wounds

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    Qingyan Li,1,* Weilin Zheng,2,* Jingge Cheng,1,* Bo Li,1 Yutian Lei,1 Huilong Guo,1 Youshan Xv,3 Jiaming Huang,4 Xiaoxing Liao1,5 1Emergency and Disaster Medicine center, The Seventh Affiliated Hospital of Sun Yat-Sen University, Shenzhen, Guangdong Province, People’s Republic of China; 2Department of Hepatobiliary and Gastrointestinal Surgery, The First Affiliated Hospital of Kunming Medical University, Kunming, Yunnan Province, People’s Republic of China; 3The Huiqiao Medical Center (International Medical Service) of Nanfang Hospital, Southern Medical University, Guangzhou, Guangdong Province, People’s Republic of China; 4Department of Hepatobiliary and Gastrointestinal Surgery, Shenzhen Guangming District People’s Hospital, Shenzhen, Guangdong Province, People’s Republic of China; 5The Institute of Emergency Care and Resuscitation, The Seventh Affiliated Hospital of Sun Yat-Sen University, Shenzhen, Guangdong Province, People’s Republic of China*These authors contributed equally to this workCorrespondence: Xiaoxing Liao, Email [email protected] Jiaming Huang, Email [email protected]: Diabetic wounds represent a growing clinical challenge worldwide, characterized by persistent immune dysregulation and excessive inflammation that lead to impaired healing and chronic progression.Methods: To address this, we developed a composite nanosystem, termed Ru@ACEI, composed of ruthenium-incorporated hollow mesoporous silica nanoparticles loaded with angiotensin-converting enzyme inhibitors (ACEIs).Results: The Ru@ACEI nanoparticles exhibit dual enzyme-mimetic activities (superoxide dismutase and catalase), effectively scavenging excess reactive oxygen species (ROS). This activity reduces cellular apoptosis and promotes endothelial cell proliferation. Following cellular uptake, Ru@ACEI catalyzes the decomposition of peroxides into water and oxygen, thereby suppressing the NLRP3/Caspase-3/Caspase-9 apoptosis pathway. The consequent improvement in endothelial cell survival helps reverse local hyperinflammation in diabetic wounds.Conclusion: Collectively, these findings demonstrate that the Ru@ACEI nanosystem accelerates diabetic wound healing by mitigating the inflammatory microenvironment and downregulating the expression of pro-inflammatory factors, offering a promising therapeutic strategy for managing chronic diabetic wounds.Keywords: diabetic wound, nanoenzyme, apoptosis, ROS-scavenge, anti-inflammatory microenvironmen

    MODELING OF HOPPER DISCHARGE

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    Hoppers are widely used in many engineering processes. The discharging of granular mate- rials from a hopper is a critical topic of industrial importance, and the discharge flow rate from hoppers is the focus of the current work. Many parameters influence the discharge rate including: the hopper outlet width, the angle of the hopper wall, the particle size, and particle friction, and so on. Due to the expensive of examining a large variety of particle types and hopper conditions, computational simulation has been widely studied in an effort to establish an alternative method of determining critical factors impacting hopper flow. In this thesis, the process of hopper discharge has been simulated by the Discrete Element Method (DEM), which is one of the most popular methods for granular flow simulation. To validate against existing experiments, all conditions were matched as closely as possible to those in the experiment. The particles used in our simulation are spheroids with diameters of 0.77 cm. The angles of the hoppers examined range from 0◦ to 90◦, while the opening sizes vary from 2.9 cm to 4.3 cm. Computationally, the friction coefficient has been adjusted several times and finally is set to 0.5 in the simulation in order to fit the experimental resultsas closely as possible. As a quantitative test of the simulation fidelity we compare the hopper empty time t – which is related to the hopper discharge rate – for these different hopper angles and hopper opening size. As a secondary test of the fit, the survival time τ, the normal force profile, the velocity profile, and the probability of jamming Ps are also computed and compared to existing experimental data from collaborators at Duke University. Ultimately, the goal of the work is to establish the degree of model fidelity necessary in order to closely mimic the experimental results obtained

    A Fast Single Image Haze Removal Algorithm Using Color Attenuation Prior

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    Single image haze removal has been a challenging problem due to its ill-posed nature. In this paper, we propose a simple but powerful color attenuation prior for haze removal from a single input hazy image. By creating a linear model for modeling the scene depth of the hazy image under this novel prior and learning the parameters of the model with a supervised learning method, the depth information can be well recovered. With the depth map of the hazy image, we can easily estimate the transmission and restore the scene radiance via the atmospheric scattering model, and thus effectively remove the haze from a single image. Experimental results show that the proposed approach outperforms state-of-the-art haze removal algorithms in terms of both efficiency and the dehazing effect

    Preparation of High-Precision Dimension Seamless Thick-Walled Pipe by New Cold Rolling Process

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    In this study, the cold rolling test on the quenched-tempered hot working die steel pipe with an outer diameter/thickness ratio of no greater than 3 was performed. The evolutionary trend of microstructure was examined by a combination of the microscope, SEM, and EBSD tests. The effect of feed rate on the inner wall roughness of rolled pipe was analyzed by means of white light interference. According to the experimental results, the maximum normal pressure per unit area increases from 1046.7 MPa to 1113.2 MPa with the rise in feed rate from 1 mm/stroke to 6 mm/stroke. Meanwhile, the inner wall roughness of the pipe declines from 0.285 μm to 0.146 μm after rolling. When the feed rate reaches 2 mm/stroke, the maximum normal pressure per unit area is 1058.4 MPa, which causes a significant plastic deformation to the inner wall of the pipe, and the average roughness below 0.2 μm. The microstructure of the pipe is dominated by tempered sorbite whether before or after rolling, and the grain size before rolling is 16.22 μm on average. After cold rolling, the longitudinal structure is deformed along the direction of rolling, in which the average grain size is 24.31 μm. With the increase in deformation work-hardening behavior in the rolling process, the tensile strength improves from 1134 MPa to 1178 MPa, the yield strength increases from 985 MPa to 1125 MPa, and the room temperature impact energy diminishes from 58 J to 52.5 J. After vacuum tempering at 600 °C, it is difficult to eliminate the deformed band microstructure along the rolling direction completely. However, the grain size is reduced after cold rolling, no coarsening occurs, and the impact toughness increases from 52.5 J to 60.5 J. With the recovery of the original microstructure, the mechanical properties are restored to the before rolling level

    Contour Moments Based Manipulation of Composite Rigid-Deformable Objects With Finite Time Model Estimation and Shape/Position Control

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    The robotic manipulation of composite rigid-deformable objects (i.e., those with mixed nonhomogeneous stiffness properties) is a challenging problem with clear practical applications that, despite the recent progress in the field, it has not been sufficiently studied in the literature. To deal with this issue, in this article, we propose a new visual servoing method that has the capability to manipulate this broad class of objects (which varies from soft to rigid) with the same adaptive strategy. To quantify the object's infinite-dimensional configuration, our new approach computes a compact feedback vector of 2-D contour moments features. A sliding mode control scheme is then designed to simultaneously ensure the finite-time convergence of both the feedback shape error and the model estimation error. The stability of the proposed framework (including the boundedness of all the signals) is rigorously proved with Lyapunov theory. Detailed simulations and experiments are presented to validate the effectiveness of the proposed approach. To the best of the author's knowledge, this is the first time that contour moments along with finite-time control have been used to solve this difficult manipulation problem.Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.Learning & Autonomous Contro

    Petal-assisted artificial pollination method enhanced the fruit setting ratios in tea plant (Camellia sinensis)

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    Pollination methods play an important role in developing F1 populations. Our study presents an improved method of petal-assisted artificial pollination in tea plants. The field operation using this method exhibited high efficiency in which more than 500 pistillate flowers per day can be pollinated per capita, and the pollen amount from only one staminate flower was sufficient to pollinate more than five pistillate flowers. Additionally, we surveyed the fruit-setting ratio in three F1 groups, which were established using this method and the influence of rainfall on the fruit-setting ratio. The results indicate that the fruit-setting ratio was superior among the tested F1 population with an average value of 12.90%, and a significant negative correlation was observed between rainfall and fruit-setting ratio. By analyzing the growth states of each F1 population, both a high germination rate and survival rate were observed. Furthermore, the purity for 184 individuals in the F1 population of 'Jiaming 1' × 'Longjing 43' (J × L) were analyzed with 32 selected simple sequence repeats (SSRs). The purposes of this paper are (1) to demonstrate that this method is beneficial to establish high purity F1 populations and (2) to identify the number of SSR markers that are suitable for identification. The parentage analysis detected nine false-hybrid individuals, and the rate of false-hybrid was only 4.89% at 95% confidence, demonstrating that a low false-hybrid rate can be achieved using the method. Furthermore, one to two SSR markers randomly selected from each linkage group or chromosome were recommended as a sufficient quantity for SSR identification

    Validation of the plasma-wall self-organization model for density limit in ECRH-assisted start-up of Ohmic discharges on J-TEXT

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    A recently developed plasma-wall self-organization (PWSO) model predicts a significantly enhanced density limit, which may be attainable in tokamaks with ECRH-assisted ohmic startup and sufficiently high initial neutral density. Experiments have been conducted on J-TEXT to validate such a density limit scenario based on this model. Experimental results demonstrate that increasing the pre-filled gas pressure or ECRH power during the startup phase can effectively enhance plasma purity and raise the density limit at the flat-top. Despite the dominant carbon fraction in the wall material, some discharges approach the edge of the density-free regime of the 1D model of PWSO.Comment: 17 pages, 8 figure

    Proceedings of the third Asia-Pacific Symposium on Wind Engineering: December 13-15, 1993, Hong Kong

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    published_or_final_versionv.1 Foreword Cheung, Y.K. Cheung, Y.K.v.1 Acknowledgementv.1 Scientific advisory boardv.1 Organizing committeev.1 Author indexv.2 tForeword Cheung, Y.K. Cheung, Y.K.v.2 Acknowledgementv.2 Scientific advisory boardv.2 Organizing committeev.2 Author indexv.1 Keynote papersv.2 Wind environment assessment: a case study in the Brisbane CBD Letchford, C.W. Letchford, C.W. Ginger, J.D. Ginger, J.D. 973v.2 Generic models for pedestrian-level winds in built- up regions Stathopoulos, Theodore Stathopoulos, Theodore Wu, Hanqing Wu, Hanqing 979v.2 Evaluation of pedestrian level wind environment around a row of tall buildings To, A.P. To, A.P. Lam, K.M. Lam, K.M. Thung, D.K.T. Thung, D.K.T. 985v.2 Computational atmospheric dispersion of a pollutant over a complex-shaped terrain Morais, M.J.S. Morais, M.J.S. Oliveira, L.A. Oliveira, L.A. 993v.2 Field study of roof top dispersion in urban area Lam, K.S. Lam, K.S. Kot, S.C. Kot, S.C. 999v.2 Effects of model scale in estimating pollutant dispersion near buildings Saathoff, P.J. Saathoff, P.J. Stathopoulos, T. Stathopoulos, T. Dobrescu, M. Dobrescu, M. 1005v.2 Building downwash of plumes and plume interactions Cheung, J.C.K. Cheung, J.C.K. Melbourne, W.H. Melbourne, W.H. 1011v.2 Models of urban air diffusion and their application Wang, Shu-fang Wang, Shu-fang 1017v.2 Plume diffusion model of internal boundary layer Xuan, Jie Xuan, Jie Ye, Wenhu Ye, Wenhu Sun, Tianfeng Sun, Tianfeng 1023v.2 Bluff body aerodynamics and separationv.1 Numerical simulation of the thermal internal boundary layer in coastal area - application of E-... closure model Wang, W.G. Wang, W.G. Jiang, W.M. Jiang, W.M. 477v.2 A new research method of atmospheric environmental capacity Liu, Baozhang Liu, Baozhang 1029v.2 Study on the thermal internal boundary layer and dispersion of air pollutant in coastal area by numerical simulation Jiang, W.M. Jiang, W.M. Yu, H.B. Yu, H.B. 1035v.2 A puff model under changing meteorological condition used in a real time dose assessment system for Qinshan nuclear power plant Hu, Erbang Hu, Erbang Wang, Han Wang, Han 1041v.2 Wind-tunnel simulation on the thermal buoyancy plume rise and disperson from multiple stack Xie, G.L. Xie, G.L. Jiang, W.M. Jiang, W.M. 1047v.2 Wind tunnel modeling of dust emission and deposition in lower atmosphere: similarity principles Xuan, Jie Xuan, Jie Ye, Wenhu Ye, Wenhu 1053v.2 Experimental studies of dispersion near building complex Zhang, Maoshuan Zhang, Maoshuan Yao, Rentai Yao, Rentai 1059v.2 Low-altitude wind structure and atmospheric pollutant diffusion Zheng, Xiong Zheng, Xiong 1065v.2 Drag reduction of trucks through boundary-layer control Modi, V.J. Modi, V.J. St.Hill, S. St.Hill, S. Yokomizo, T. Yokomizo, T. 1073v.2 Environment over Helideck of offshore platform Chen, Qiang Chen, Qiang Gu, Zhifu Gu, Zhifu Sun, Tianfeng Sun, Tianfeng Song, San Song, San 1079v.2 Some wind tunnel experiments on three-dimensional effects of circulation control sail wing Pan, Weiming Pan, Weiming Wang, Xianfu Wang, Xianfu Zhang, Shaoqing Zhang, Shaoqing 1085v.1 Experimental and numerical simulation of flow around two-dimensional hills Ferreira, A.D. Ferreira, A.D. Lopes, A.M.G. Lopes, A.M.G. Viegas, D.X. Viegas, D.X. Sousa, A.C.M. Sousa, A.C.M. 483v.2 Roofs and low risev.2 Wake survey and analysis on the scaled car models Wang, Maoxun Wang, Maoxun Zhou, Yuping Zhou, Yuping Zhu, Wei Zhu, Wei 1091v.2 Numerical simulation and characteristic analysis of flow around embankment of railway line Zhang, Jianbo Zhang, Jianbo Cui, Erjie Cui, Erjie Fu, Guangming Fu, Guangming 1097v.2 Study on the numerical method for surrounding flow field of coaches Gong, G.Y. Gong, G.Y. Chen, Y.S. Chen, Y.S. Li, Q.F. Li, Q.F. Gao, L. Gao, L. 1103v.2 100 passenger air foil craft type AF-2 Hu, An-ding Hu, An-ding 1109v.2 Full-scale measurements of the effect of a porous windbreak on wind spectra Richardson, G.M. Richardson, G.M. Richards, P.J. Richards, P.J. 1117v.2 Measurement of the Reynolds stress structure behind the multiple windbreaks across-wind Shiau, Bao-shi Shiau, Bao-shi 1123v.2 Modelling the flow field around windbreaks with surface vorticity method Chou, C.R. Chou, C.R. Yim, John Z. Yim, John Z. Yu, C.C. Yu, C.C. 1129v.2 The deposition of sand particles on and around structures with domes roofs Aroussi, A. Aroussi, A. 1135v.2 Wind powered treatment of waste water - FRED's 'water' process Shrimpton, J.S. Shrimpton, J.S. Janes, D.A. Janes, D.A. Thomas, N.H. Thomas, N.H. 1141v.1 Flow blocking on windward slope Sang, Jianguo Sang, Jianguo Zhang, Boyin Zhang, Boyin Niu, Zhen-nan Niu, Zhen-nan 489v.2 Flow visualization of a rotating wind turbine blade Dahlberg, Jan-Ake Dahlberg, Jan-Ake Ronsten, Goran Ronsten, Goran He, Dexin He, Dexin Chen, Ming Chen, Ming 1147v.2 Wind codes and wind damagev.2 A research and exploitation on wind energy resources along the coast of Guangdong province Luo, Jinlin Luo, Jinlin 1155v.2 The stable position of a radar antenna system and application of the aerodynamic compensator to an array antenna Bian, Zongshan Bian, Zongshan Wu, Zhicheng Wu, Zhicheng 1159v.2 Comparative study of the storm surge models proposed for Bangladesh: last developments and research needs As-Salek, J.A. As-Salek, J.A. Yasuda, T. Yasuda, T. 1165v.2 Comparative study for assessment code of transport of radioactive material and research of model Li, Jikai Li, Jikai Wang, Jiaming Wang, Jiaming 1171v.2 The mechanism of unfavourable effects of wind on efficiency of dry cooling towers Wei, Qing-ding Wei, Qing-ding Zhang, Be-yin Zhang, Be-yin Liu, Ke-qi Liu, Ke-qi Du, Xiang-dong Du, Xiang-dong Meng, Xian-zhong Meng, Xian-zhong 1177v.2 Weakly nonlinear deep water waves under wind action Yim, John Z. Yim, John Z. Chou, C.R. Chou, C.R. Liu, P.E. Liu, P.E. 1183v.2 Aspects of the wind energy potential in the former Soviet Union Kukharkin, Nikolai N. Kukharkin, Nikolai N. 1189v.2 Learning from Hurricane Iniki Chiu, Arthur N.L. Chiu, Arthur N.L. Chiu, Gregory L.F. Chiu, Gregory L.F. 1195v.1 Numerical simulation of the local wind field and turbulent characteristics for sun-radiation heated, unstable stratified atmospheric boundary layer around a two-dimensional hill Du, Guoliang Du, Guoliang 493v.2 Dampers and active controlv.2 Wind tunnel techniquesv.2 Pedestrian level windsv.2 Atmospheric dispersionv.2 Transportationv.2 Wind breaks, wind power and othersv.1 Progress in physical modeling for wind-engineering Cermak, Jack E. Cermak, Jack E. 3v.1 How can we simplify and generalize wind loads? Davenport, A.G. Davenport, A.G. 15v.1 The response of large roofs to wind action Melbourne, W.H. Melbourne, W.H. 27v.1 Wind loads on low rise buildings Krishna, P. Krishna, P. 39v.1 Study on turbulent flow over a two-dimensional ridge by a non-hydrostatic higher-order closure model Liu, H.N. Liu, H.N. Wu, X.M. Wu, X.M. 499v.1 On turbulent vortex shedding flow past 2D square cylinder predicted by CFD Murakami, S. Murakami, S. Mochida, A. Mochida, A. 41v.1 Interference between wind loading on group of structures Sun, T.F. Sun, T.F. Gu, Z.F. Gu, Z.F. 57v.1 The effect of section model details on aeroelastic parameters Jones, N.P. Jones, N.P. Scanlan, R.H. Scanlan, R.H. Sarkar, P.P. Sarkar, P.P. Singh, L. Singh, L. 71v.1 Improvements of aerodynamic behaviors for box girder bridges with triangular fairings Nagao, F. Nagao, F. Utsunomiya, H. Utsunomiya, H. Manabe, S. Manabe, S. Kawase, A. Kawase, A. 77v.1 Effects of turbulence on torsional flutter of a bridge deck Kobayashi, H. Kobayashi, H. Hatanaka, A. Hatanaka, A. Ueda, T. Ueda, T. 83v.1 Tsing Ma Bridge - superstructure evolution Beard, A.S. Beard, A.S. Simpson, A.G. Simpson, A.G. Coleman, S.A. Coleman, S.A. 89v.1 Methods of wind response investigation employed for the Kap Shui Mun Bridge Scanlan, R.H. Scanlan, R.H. Stroh, S.L. Stroh, S.L. Raggett, J.D. Raggett, J.D. 95v.1 Study on aerodynamic selection of cross section for suspension bridges in China Xiang, H.F. Xiang, H.F. Lin, Z.X. Lin, Z.X. Song, J.Z. Song, J.Z. 101v.1 Wind tunnel testing for the second Severn Bridge Irwin, P.A. Irwin, P.A. Xie, J. Xie, J. 107v.1 Aerodynamic stability of self-anchored double deck suspension bridge Kwon, S.D. Kwon, S.D. Chang, S.P. Chang, S.P. Kim, Y.S. Kim, Y.S. Park, S.Y. Park, S.Y. 113v.1 The numerical prediction of a turbulent flow over a curved hill Xu, Cheng Xu, Cheng Wu, Xiao-song Wu, Xiao -song Fa, Li-xia Fa, Li-xia Wang, Zhu-gao Wang, Zhu- gao 505v.1 Analysis of experimental data from wind-induced response of a Long Span Bridge Brownjohn, J.M.W. Brownjohn, J.M.W. Zasso, A. Zasso, A. Stephen, G.A. Stephen, G.A. Severn, R.T. Severn, R.T. 119v.1 Identification of flutter derivatives of bridge deck from free vibration data Iwamoto, M. Iwamoto, M. Fujino, Y. Fujino, Y. 125v.1 Comparisons between wind tunnel tests on a full aeroelastic model of the proposed bridge over Stretto di Messina and numerical results (part I) Larose, G.L. Larose, G.L. Damsgaard, A. Damsgaard, A. Falco, M. Falco, M. Cigada, A. Cigada, A. 131v.1 Comparison between wind tunnel test on a full aeroelastic model of the proposed Messina Bridge and numerical results (part II) Diana, G. Diana, G. Cheli, F. Cheli, F. Bruni, S. Bruni, S. Collina A. Collina A. Larose, G.L. Larose, G.L. 137v.1 Extensive identification of bridge deck aeroelatic coefficients: average angle of attack, Reynolds number and other parameter effects Curami, A. Curami, A. Zasso, A. Zasso, A. 143v.1 Consideration of the typhoon behaviour of the Kao Ping Hsi Bridge in Taiwan Wenzel, Helmut Wenzel, Helmut 149v.1 Damping effects of cable cross ties in cable-stayed bridges Yamaguchi, H. Yamaguchi, H. Nagahawatta, H.D. Nagahawatta, H.D. 155v.1 Aeroelastic characteristics of a stressed ribbon pedestrian bridge spanning 252m Pirner, M. Pirner, M. 161v.1 Wind resistant design for long span suspension bridges Kazama, K. Kazama, K. Yamada, H. Yamada, H. Yamada, H. Miyata, T. Miyata, T. 169v.1 System identification procedure for structural parameters and wind characteristics in ambient vibration surveys Jones, Nicholas P. Jones, Nicholas P. Shi, Tinghui Shi, Tinghui Hugh Ellis, J. Hugh Ellis, J. Scanlan, Robert H. Scanlan, Robert H. 175v.1 Analysis of peak gust vs. fastest-mile wind statistics Peterson, Richard E. Peterson, Richard E. Goldstein, Steven D. Goldstein, Steven D. Mehta, K.C. Mehta, K.C. 513v.1 An analysis method for buffeting responses of flexible bridge with aerodynamic coupling between modes Qu, W.L. Qu, W.L. Xiang, H.F. Xiang, H.F. 181v.1 Comparative study in coupled flutter analysis methods of a long span suspension bridge Yamada, Hitoshi Yamada, Hitoshi Miyata, Toshio Miyata, Toshio 187v.1 Predicting aerodynamic response of retrofitted Deer Isle bridge to turbulent wind Cai, Chun-sheng Cai, Chun- sheng Albrecht, Pedro Albrecht, Pedro Bosch, Harold R. Bosch, Harold R. 193v.1 Wind-induced lateral-torsional instability of cable -stayed bridges during erection Boonyapinyo, Virote Boonyapinyo, Virote Miyata, Toshio Miyata, Toshio Yamada, Hitoshi Yamada, Hitoshi 199v.1 Study on buffetin response spectrum method for long span bridges Chen, W. Chen, W. Gu, M. Gu, M. Xiang, H.F. Xiang, H.F. 205v.1 Gust response of a long span bridge by the time domain approach Santo, Jovito C. Santo, Jovito C. Miyata, Toshio Miyata, Toshio Yamada, Hitoshi 211v.1 Damping in suspension bridges: sources, measurements and errors Brownjohn, J.M.W. Brownjohn, J.M.W. 217v.1 A practical method of passive TMD for suppressing wind induced vertical buffeting of long-span bridges Gu, M. Gu, M. Xiang, H.F. Xiang, H.F. Chen, A.R. Chen, A.R. 223v.1 State-space method of wind-induced response analysis for suspension bridge Sun, Bingnan Sun, Bingnan Zhou, Qiang Zhou, Qiang Tang, Jinchun Tang, Jinchun 229v.1 Vortex-excited vibration control of bridges using TMD Chen, A.R. Chen, A.R. Xiang, H.F. Xiang, H.F. Gu, M. Gu, M. 235v.1 Estimating design wind speeds from short-term records Cheng, Edmond D.H. Cheng, Edmond D.H. Chiu, Arthur N.L. Chiu, Arthur N.L. 519v.1 Numerical simulation of flow around bridge deck by the penalty - hybrid/mixed FEM Zhu, B. Zhu, B. Chen, D.P. Chen, D.P. 241v.1 A study of wing-resistant stability of long-span cable-stayed steel bridge Hou, Wen-wei Hou, Wen-wei 247v.1 A parametric study of dynamic wind loads on buildings Lee, B.E. Lee, B.E. Lui, S. Lui, S. Wang, Q. Wang, Q. Xie, C. Xie, C. 255v.1 An assessment of dynamic wind loads on a series of CAARC-like slender buildings Liu, Shangpei Liu, Shangpei Wang, Qizhi Wang, Qizhi Lee, B.E. Lee, B.E. 261v.1 Equivalent wind spectrum for torsional response of symmetrical buildings Balendra, T. Balendra, T. Koh, C.G. Koh, C.G. Ramanathan, R. Ramanathan, R. 267v.1 Stochastic stability of wind excited structures Lin, Y.K. Lin, Y.K. Li, Q.C. Li, Q.C. 273v.1 Simulation method of simultaneous time-series of multi-local wind forces on tall buildings by using dynamic balance data Yoshie, K. Yoshie, K. Ohkuma, T. Ohkuma, T. Marukawa, H. Marukawa, H. Niwa, H. Niwa, H. Teramoto, T. Teramoto, T. Kitamura, H. Kitamura, H. 279v.1 Random response analysis of multi-story and tall buildings under pulsating wind Xiao, M.K. Xiao, M.K. Lai, M. Lai, M. Zhang, Ch. Zhang, Ch. 285v.1 Damping estimate from full-scale measurement of the dynamic response of a high-rise building under wind loads Jong Lou, J. Jong Lou, J. Lou, Kang-ning Lou, Kang- ning 291v.1 A computer program for the evaluation of dynamic response of structures to wind turbulence Attou, M. Attou, M. 297v.1 Interannual variability of tropical cyclones making landfall over China Chan, Johnny C.L. Chan, Johnny C.L. Fong, Clarence C.K. Fong, Clarence C.K. 525v.1 Equivalent modal damping ratios of a composite tube -type tall building under dynamic wind loading Huang, B.C. Huang, B.C. Lam, K.M. Lam, K.M. Leung, A.Y.T. Leung, A.Y.T. Cheung, Y.K. Cheung, Y.K. 305v.1 Observations and responses of occupants in high- rise buildings during severe typhoon Choi, Edmund C.C. Choi, Edmund C.C. 311v.1 The investigation of wind-induced dynamic response on a square - section tall building Zhang, Liangliang Zhang, Liangliang Xie, Changtian Xie, Changtian 317v.1 Effect of angle of attack on vortex induced vibration and galloping of tall buildings in smooth and turbulent boundary layer flows Kawai, H. Kawai, H. 323v.1 Response of multistorey buildings subjected to wind loading Qamaruddin, M. Qamarunddin, M. Mauroof, A.L.M. Mauroof, A.L.M. Al-Hatimi, H.K.R. Al-Hatimi, H.K.R. 329v.1 Reliability of tall buildings and high-rise structures based on comfortable requirement of residents Li, Guiqing Li, Guiqing Cao, Hong Cao, Hong Li, Qiusheng Li, Qiusheng Ou, Siyuan Ou, Siyuan 335v.1 An estimation procedure for wind induced torsion of tall buildings Beneke, D.L. Beneke, D.L. Kwok, K.C.S. Kwok, K.C.S. 341v.1 Dynamic behaviour of high-rise structures Cao, Hong Cao, Hong Li, Quisheng Li, Quisheng Ou, Siyuan Ou, Siyuan Li, Guiqing Li, Guiqing 347v.1 The wind tunnel model testing of tall buildings of Haijiang Garden at the Chinese town in Shenzhen Cai, G.H. Cai, G.H. 353v.1 Study on the exponential model of the fluctuating wind load Zhou, Bicheng Zhou, Bicheng Tao, Qibin Tao, Qibin 359v.1 The study of classification of typhoon landing on China Zhu, Ruizhao Zhu, Ruizhao Ji, Juzhi Ji, Juzhi Ma, Shuhong Ma, Shuhong 531v.1 Dynamic characteristics and wind induced response of a steel frame tower Glanville, M.J. Glanville, M.J. Kwok, K.C.S. Kwok, K.C.S. 367v.1 Full-scale measurements of Vortex-induced vibrations Ruscheweyh, Hans Ruscheweyh, Hans Galemann, Thomas Galemann, Thomas 373v.1 Analysis determination of equivalent modal damping ratios of a composite tower in wind-induced vibrations Huang, B.C. Huang, B.C. Leung, A.Y.T. Leung, A.Y.T. Lam, K.M. Lam, K.M. Cheung, Y.K. Cheung, Y.K. 379v.1 Effects of soil-structure interaction and cracking on gust factor of R.C. chimneys Lakshaman, N. Lakshaman, N. Balakrishna Rao, S.V.S Balakrishna Rao, S.V.S. Venkateswarlu, B. Venkateswarlu, B. 385v.1 Dynamic reliability of Wuhan T.V. Tower under the action of wind load Li, Qiusheng Li, Qiusheng Cao, Hong Cao, Hong Li, Guiqing Li, Guiqing 391v.1 An analysis of galloping oscillation for the mast of the TV transmission tower Liang, Shuguo Liang, Shuguo Le, Junwang Le, Junwang Qu, Weilian Qu, Weilian 397v.1 An investigation of aerodynamic loading for huge luminous lighthouse Ren, Y.H. Ren, Y.H. 403v.1 Was the Harris and Deaves velocity profile a step in the wrong directory? Paterson, D.A. Paterson, D.A. 411v.1 Wind tunnel study of the wind flow over Auckland City and comparison with full-scale data Flay, R.G.J. Flay, R.G.J. Andrews, R.J. Andrews, R.J. 417v.1 Full-scale measurements of windspeeds at a suburban area Miyashita, Koichi Miyashita, Koichi Tamura, Yukio Tamura, Yukio Asami, Yutake Asami, Yutake Naito, Syunichi Naito, Syunichi 423v.1 Invited papersv.1 An aeolian geographical informative system for structural engineering: some results Bartoli, Gianni Bartoli, Gianni Gusella, Vittorio Gusella, Vittorio Spinelli, Paolo Spinelli, Paolo 429v.1 SODAR-A useful remote sounder to measure wind and turbulence Vogt, S. Vogt, S. Thomas, P. Thomas, P. 435v.1 Research on the characters of land-sea breeze and environmental planning Lin, Kongguang Lin, Kongguang 441v.1 A study on the characteristics of steady mountain wind Li, Y.M. Li, Y.M. Lai, M. Lai, M. Wang, X.L. Wang, X.L. Wang, J.H. 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    Differential and angle-integrated cross sections for the Ca-40(n, alpha)Ar-37 reaction from 4.0 to 6.5 MeV

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    Differential cross sections for the (40) Ca(n,) , and reactions are measured at neutron energies of 4.0, 4.5, 5.0, 5.5, 6.0 and 6.5MeV using a double-section gridded ionization chamber and two CaF2 samples. Monoenergetic neutrons were produced through the (2) H(d, n)(3) He reaction with a deuterium gas target. A BF3 neutron counter was utilized to normalize the neutron flux among different measurements. The absolute value of neutron flux was calibrated using a U-238 sample. Angle-integrated cross sections for the (40) Ca(n,) , and reactions are obtained from the integration of the differential data. Model calculations are performed using the TALYS-1.6 code and general agreement is achieved between measurements and calculations. Then the total Ca-40(n,)Ar-37 cross sections are derived from the angle-integrated cross sections combined with the code calculations. Present results are compared with existing measurements and evaluations.Physics, NuclearPhysics, Particles & FieldsSCI(E)[email protected]
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