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奉化桥钢桥面滑动平移架设工艺的开发运用
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作者 韩振勇 朱向云 《天津建设科技》 2006年第3期33-35,共3页
钢桥面滑动平移架设法是根据传统的钢桥拖拉架设法发展而来的一种钢桥面安装工艺,经过天津市的多名桥梁专家评审,2004在天津奉化桥工程首次成功运用,取得了良好的技术成果和经济成果。
关键词 钢桥面 滑动平移 工艺 开发运用
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平移滑动式溜槽下料斗在带式输送机的应用 被引量:1
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作者 董英 《江西冶金》 2015年第4期42-43,共2页
针对带式输送机在卸料流转中存在的问题设计出了更为合理、可靠的卸料溜槽结构并应用于生产,提高了卸料效率,解决了检修困难的问题,降低了劳动强度。
关键词 带式输送机 平移滑动式溜槽下料斗 改进
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吴忠宾馆整体平移工程设计与实施 被引量:10
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作者 尹天军 朱启华 蓝戊己 《建筑结构》 CSCD 北大核心 2006年第9期1-7,共7页
由于城市规划的需要,吴忠宾馆需要移位。介绍了高53.7m的宁夏吴忠宾馆的平移设计与实施,包括工程特点与难点、移位方式选择、下滑梁及基础、反力系统设计、托盘梁系设计、墙柱切割、平移工程、工程监测、PLC液压同步控制技术、到位连接... 由于城市规划的需要,吴忠宾馆需要移位。介绍了高53.7m的宁夏吴忠宾馆的平移设计与实施,包括工程特点与难点、移位方式选择、下滑梁及基础、反力系统设计、托盘梁系设计、墙柱切割、平移工程、工程监测、PLC液压同步控制技术、到位连接、工程实施情况、沉降问题、平移总经济效益及社会效益情况等。吴忠宾馆成功平移为高层建筑保护提供了新的选择,积累了经验。 展开更多
关键词 高层建筑滚动 平移滑动 液压悬浮式 金钢链切割 监测 PLC液压同步控制 沉降
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曹家圈黄河大桥辊轴支座病害整治技术 被引量:6
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作者 张晶 《铁道建筑》 北大核心 2020年第7期38-40,44,共4页
针对辊轴支座连接板螺栓被剪断和辊轴倾角不一致的病害,以曹家圈黄河大桥110#和114#墩的辊轴支座为例,分析支座病害成因,提出了采用滑动平移式支座代替辊轴的整治方案及更换工艺,并采用有限元软件MIDAS/Civil对钢横梁在顶升过程的应力... 针对辊轴支座连接板螺栓被剪断和辊轴倾角不一致的病害,以曹家圈黄河大桥110#和114#墩的辊轴支座为例,分析支座病害成因,提出了采用滑动平移式支座代替辊轴的整治方案及更换工艺,并采用有限元软件MIDAS/Civil对钢横梁在顶升过程的应力进行了分析,制定了整治方案。更换后的支座工作效果良好。 展开更多
关键词 铁路桥梁 滑动平移式支座 病害整治 辊轴支座 应力
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考虑渗沥液作用的垃圾填埋体组合破坏稳定分析
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作者 栾金龙 施建勇 《河海大学学报(自然科学版)》 CAS CSCD 北大核心 2014年第6期541-546,共6页
现代垃圾填埋场基本采用复合衬里结构,破坏面背坡沿垃圾填埋体内部、底坡沿衬里界面的平移滑动破坏形式成为垃圾填埋体可能的组合破坏形式之一。为了在目前该破坏形式稳定性计算方法的基础上考虑渗沥液的影响,假设穿过垃圾填埋体内部的... 现代垃圾填埋场基本采用复合衬里结构,破坏面背坡沿垃圾填埋体内部、底坡沿衬里界面的平移滑动破坏形式成为垃圾填埋体可能的组合破坏形式之一。为了在目前该破坏形式稳定性计算方法的基础上考虑渗沥液的影响,假设穿过垃圾填埋体内部的破坏面为主动破坏面,利用刚体极限平衡分析方法,同时分类讨论渗沥液水位相对于特定界面的不同位置关系,得出每种情况下的计算方法。计算分析结果表明:渗沥液水位升高时,垃圾填埋体的破坏由沿衬里界面的平移滑动破坏演变为穿过垃圾填埋体内部和底部衬里的组合破坏;实际工程算例中,发生破坏失稳正是由于渗沥液水位过高引起的。 展开更多
关键词 平移滑动 组合破坏 渗沥液 安全系数 水压力 垃圾填埋场
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EFFECT OF OXIDIZED-LDL ON NF-κB NUCLEAR TRANSLOCATION IN AORTIC SMOOTH MUSCLE CELLS ORIGINATED FROM RATS OF DIFFERENT AGES 被引量:2
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作者 Jun-huaZhang LiZhou Hong-chaoYin Pei-maoLiu HuaZhang Ming-pengShe 《Chinese Medical Sciences Journal》 CAS CSCD 2005年第2期112-115,共4页
Objective To investigate the molecular mechanism of atherosclerosis that related to age. Methods Immunohistochemistry staining and Western blot were adopted to determine the nuclear translocation of nuclear factor-kap... Objective To investigate the molecular mechanism of atherosclerosis that related to age. Methods Immunohistochemistry staining and Western blot were adopted to determine the nuclear translocation of nuclear factor-kappa B (NF-κB) and expression of platelet-derived growth factor B (PDGF-B) in smooth muscle cells (SMCs) co-cultured with low density lipoprotein (LDL), oxidized LDL (ox-LDL), and ox-LDL+high density lipoprotein (HDL) originated from rats of 2 and 10 months old respectively. Fat stain was used to identify the lipid intake in SMCs. Results The optimal stimulation time of ox-LDL to SMCs was 12 hours. NF-κB intensity increased in most nuclei of SMCs that originated from rats of either 2 or 10 months old co-cultured with ox-LDL. The intensity of NF-κB and the amount of intracellular lipid taken in SMCs were more obvious in cells from 10-month-old rats than from the younger ones. Change of PDGF-B expression in SMCs was not remarkable in each group of rats. Conclusions The 10-month-old rats are more susceptive to ox-LDL than 2-month-old rats in activating nuclear transloca- tion of NF-κB. Maybe this is one of the important reasons contributing to the difference between the older and younger rats on the initiation and development of atherosclerosis lesion. Expression of PDGF-B is not associated with the activity of nuclear translocation of NF-κB. 展开更多
关键词 oxidized low density lipoprotein nuclear factor-kappa B platelet-derived growth factor B smooth muscle cell
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岩质边坡破坏模式初探 被引量:15
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作者 罗缵锦 《广东公路交通》 2001年第C00期11-14,共4页
边坡问题已越来越引起人们的注意,岩质边坡的破坏形态因岩体破坏面和不连续面的不同而不同,研究边坡必须研究岩石边坡的破坏模式。将常见的岩质边坡破坏模式分为简单破坏模式和复杂破坏模式。在简单破坏模式中又分为崩塌破坏、平移滑动... 边坡问题已越来越引起人们的注意,岩质边坡的破坏形态因岩体破坏面和不连续面的不同而不同,研究边坡必须研究岩石边坡的破坏模式。将常见的岩质边坡破坏模式分为简单破坏模式和复杂破坏模式。在简单破坏模式中又分为崩塌破坏、平移滑动破坏、楔形破坏、倾倒破坏和弧形破坏等模式。复杂破坏模式又分为滑移—拉裂破坏、滑移—压裂破坏、弯曲—拉裂破坏、楔形一平面组合破坏和复合滑移破坏等模式。 展开更多
关键词 边坡 破坏模式 岩石地质 崩塌破坏 平移滑动破坏 楔形破坏 倾倒破坏 弧形破坏 滑移-拉裂破坏 滑移-压裂破坏 弯曲-拉裂破坏 复合滑移破坏
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A data-driven method to predict future bottlenecks in a remanufacturing system with multi-variant uncertainties 被引量:2
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作者 XUE Zheng LI Tao +2 位作者 PENG Shi-tong ZHANG Chao-yong ZHANG Hong-chao 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第1期129-145,共17页
The remanufacturing system is remolding the manufacturing industry by bringing scrapped products back to such a condition that reintegrated performance is just as good as new.The remanufacturing environment is feature... The remanufacturing system is remolding the manufacturing industry by bringing scrapped products back to such a condition that reintegrated performance is just as good as new.The remanufacturing environment is featured by a far deeper level of uncertainty than new manufacturing,such as probabilistic routing files,and highly variable processing time.The stochastic disturbances result in the production bottlenecks,which constrain the productivity of the job shop.The uncertainties in the remanufacturing process cause the bottlenecks to shift when the workshop is processing.Considering this outstanding problem,many researchers try to optimize the production process to mitigate dynamic bottlenecks toward a balanced state.This paper proposes a data-driven method to predict bottlenecks in the remanufacturing system with multi-variant uncertainties.Firstly,discrete event simulation technology is applied to establish a simulation model of the remanufacturing production line and calculate the bottleneck index to identify bottlenecks.Secondly,a data-driven method,auto-regressive moving average(ARMA)model is employed to predict the bottlenecks in the system based on real-time data captured by the Arena software.Finally,the proposed prediction method is verified on real data from the automobile engine remanufacturing production line. 展开更多
关键词 bottleneck identification dynamic bottleneck remanufacturing system auto-regressive moving average model
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Coupled pile soil interaction analysis in undrained condition
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作者 M.Y.Fattah F.A.Salman +1 位作者 Y.J.Al-Shakarchi A.M.Raheem 《Journal of Central South University》 SCIE EI CAS 2013年第5期1376-1383,共8页
The effective stress method is developed to predict the axial capacity of piles in clay. The effective stress state changes due to the resulting pore pressure change and therefore, the strength and stiffness of the so... The effective stress method is developed to predict the axial capacity of piles in clay. The effective stress state changes due to the resulting pore pressure change and therefore, the strength and stiffness of the soil will change. In this work, the finite element method is utilized as a tool for the analysis of pile-soil systems in undrained condition. The computer program CRISP was developed to suit the problem requirements. CRISP uses the finite element technique and allows predictions to be made of ground deformation using critical state theories. Eight-node isoparametric element was added to the program in addition to the slip element. A pile loading problem was solved in which the pile-soil system is analyzed in undrained condition. The pile is modelled as elastic-plastic material, while the soil is assumed to follow the modified Cam clay model. During undrained loading condition, the settlement values increase by 22% when slip elements are used. The surface settlement increases by about three times when the load is doubled and the surface settlement at all points increases when using slip elements due to the mode of motion which allows smooth movement of the adjacent soil with respect to the pile. The vertical displacement increases as the distance decreases from the pile and negligible values are obtained beyond 10D (where D is the pile diameter) from the center of the pile and these values are slightly increased when slip elements are used. The vertical effective stress along a section at a distance D from the pile center is approximately the same for all load increments and lower values of effective vertical stress can be obtained when slip elements are used. 展开更多
关键词 PILE finite element coupled analysis undrained condition
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Slip Rate on the Altyn Tagh Fault on the West of the Cherchen River (Between 85°~ 85°45′E) Since Late Quaternary
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作者 WangFeng LiMing +2 位作者 XuXiwei ZhengRongzhang ChenWenbin 《Earthquake Research in China》 2004年第4期396-405,共10页
Because of the significance to the formation and evolution of the Tibetan plateau, the displacement and slip rate of the Altyn Tagh fault have been topics full of disputation. Scientists who hold different opinions on... Because of the significance to the formation and evolution of the Tibetan plateau, the displacement and slip rate of the Altyn Tagh fault have been topics full of disputation. Scientists who hold different opinions on the evolution of Tibet insist on different slip rates and displacements of the fault zone. In the article, study is focused on the late Quaternary slip rate of the Altyn Tagh fault west of the Cherchen River (between 85°E and 85°45’E). On the basis of high resolution SPOT images of the region, three sites, namely Koramlik, Aqqan pasture and Dalakuansay, were chosen for field investigation. To calculate the slip rate of the fault, displacement of terraces was measured on SPOT satellite images or in situ during fieldwork and thermo-luminescence (TL) dating method was used. To get the ages of terraces, samples of sand were collected from the uppermost sand beds that lie just under loess. The method for calculating slip rate of fault is to divide the displacement of terrace risers by the age of its neighboring lower terrace. The displacement of rivers is not considered in this article because of its uncertainties. At Koramlik, the slip rate of the Altyn Tagh fault is 11.6±2.6mm/a since 6.02±0.47ka B.P and 9.6±2.6mm/a since 15.76±1.19ka B.P. At Aqqan pasture, about 30km west of Koramlik, the slip rate is 12.1±1.9mm/a since 2.06±0.16 ka B.P. At Dalakuansayi, the slip rate of the fault is 12.2±3.0mm/a since 4.91±0.39ka B.P. Hence, we get the average slip rate of 11.4±2.5mm/a for the western part of the Altyn Tagh Fault since Holocene. This result is close to the latest results from GPS research. 展开更多
关键词 The Altyn Tagh fault Strike-slip fault Offset landform Slip rate
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Depressant effect and mechanism of atorvastatin on the chronic rejection of aortic allograft in rats
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作者 左克强 钱振宇 +2 位作者 黄道景 龚凯 汤敬东 《China Medical Abstracts》 2008年第2期160-162,165,共4页
Objective To investigate the depressant effect and mechanism of atorvastatin on the chronic rejection of aortic allograft in rats. Methods: The models of abdominal aorta transplantation were made with micro-surgery i... Objective To investigate the depressant effect and mechanism of atorvastatin on the chronic rejection of aortic allograft in rats. Methods: The models of abdominal aorta transplantation were made with micro-surgery in rats. The recipients were divided into three groups: allograft control group, atorvastatin-treated group and isograft control group. Vascular intimal thickness in all of the groups were observed by histological examination. The expression of PCNA and α-SMA were determined by immunohistochemistry. The content of nitric oxide was determined by nitrate reductase chromatometry. Results: The vascular intimal thickness in rats of atorvastatin-treated group (11.60% ± 2.40% ) were lower than those in allograft control group (34.60 % ± 6.40 % ; P 〈 0.05) and higher than those in isograft control group (1.15 % ± 0.65 %; P〈 0.05 ). The expression level of PCNA was decreased in atorvastatin-treated group (4.80% ± 0.80% ) than allograft control group (18.40% ± 1.80% ; P〈0.05) and higher than isograft group (1.20% ± 0.40% ; P〈0.05). Conclusion: The expression of PCNA in the transplant aorta could be suppressed by atorvastatin, which resalted in relief of chronic rejection of aortic allograft. 展开更多
关键词 ATORVASTATIN TRANSPLANT Chronic rejection Proliferation cell nuclear antigen α-smooth muscle actin Nitric oxide
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坡道旁建筑物后退平移工程实例 被引量:1
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作者 王长安 卫龙武 《建筑科学》 北大核心 2007年第11期86-88,71,共4页
以贵州商业储运公司综合楼平移工程为例,简单介绍了坡道拓宽时建筑物后退平移的技术方案要点,包括轨道方案、新基础方案、托换方案、同步迁移控制措施、监测和就位连接。
关键词 滑动平移 轨道 托换 就位连接
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