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悬挂环形钢水箱的烟囱设计
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作者 邓玉孙 蒙瑜 《工业建筑》 CSCD 北大核心 2009年第S1期511-513,共3页
结合工程实例,用雅可比法分析了悬挂环形钢水箱的烟囱自振特性。指出不宜直接采用GB50051-2002《烟囱设计规范》的计算简化式计算烟囱基本周期和振型向量,并提出应采取的构造措施,可供类似工程参考。
关键词 烟囱 钢水箱 自振特性 地震作用
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流砂地层深基坑集水坑明排水施工工法探究 被引量:2
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作者 赵津廷 贾欣媛 +2 位作者 岳大昌 李明 侯倩 《四川建筑》 2021年第5期213-215,共3页
随着城市化进程的不断加快,地下空间的开发和利用逐渐成为发展的新趋势。相应地,基坑工程正向着面积更大、开挖深度更深的方向发展。在基坑开挖过程中,地下水的渗透与降排都会对基坑本身及周围土体产生影响,特别是基坑内超挖的电梯井、... 随着城市化进程的不断加快,地下空间的开发和利用逐渐成为发展的新趋势。相应地,基坑工程正向着面积更大、开挖深度更深的方向发展。在基坑开挖过程中,地下水的渗透与降排都会对基坑本身及周围土体产生影响,特别是基坑内超挖的电梯井、集水坑成为降水的最薄弱点。当基坑底部下存在强透水层时,极易发生涌水冒砂现象,因含砂量较高,滤网淤堵,无法进行常规的基坑内抽排水,进而导致垫层、承台、防水层等工序无法正常施工。鉴于此,文章提出一套处理此类问题的新工法,仅需投入少量的成本,在不影响现场筏板浇筑施工的情况下,完成涌水冒砂险情的处理,工艺简单,操作方便,排水效果显著,并多次成功应用于工程实践,取得了良好的经济、社会效益。 展开更多
关键词 流沙地层 深基坑 明排水 钢筋笼过滤装置 钢水箱
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Compensatory growth response of rainbow trout Oncorhynchus mykiss Walbaum following short starvation periods
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作者 Maryam AZODI Eisa EBRAHIMI +2 位作者 Omidvar FARHADIAN Nasrollah MAHBOOBI-SOOFIANI Vahid MORSHEDI 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2015年第4期928-933,共6页
This sixty-day study was performed to determine the effects of short-term starvation and refeeding cycles on growth, feeding performances and body composition of rainbow trout (Oncorhynchus mykiss). Three hundred tr... This sixty-day study was performed to determine the effects of short-term starvation and refeeding cycles on growth, feeding performances and body composition of rainbow trout (Oncorhynchus mykiss). Three hundred trout fingerlings with an average initial weight of 17.54-0.06 g were randomly distributed in 15 circular fiberglass tanks. The fish were exposed to 5 different feeding regimes; control: continuously fed twice daily to apparent satiation; T1: starved for 1 day and re-fed for 2 days; T2: starved for 1 day and re-fed for 4 days; T3: starved for 3 days and re-fed for 12 days; T4: starved for 4 days and re-fed for 16 days. At the end of the experiment, growth performance, feed utilization, whole body ash and moisture contents were not significantly (P〉0.05) different among the treatments. However, whole body protein content in T3 was significantly higher than other treatments (P〈0.05). A significant difference in whole body fat content was observed between T3 and the control group at the end of the experiment (P〈0.05). In conclusion this experiment suggests that feeding schedules involving starvation (1-4 days) and re-feeding cycles are a promising feed management tool for rainbow trout culture. 展开更多
关键词 Oncorhynchus mykiss compensatory growth growth performance body composition
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Closed-form solution for shear lag effects of steel-concrete composite box beams considering shear deformation and slip 被引量:10
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作者 周旺保 蒋丽忠 +1 位作者 刘志杰 刘小洁 《Journal of Central South University》 SCIE EI CAS 2012年第10期2976-2982,共7页
Based on the consideration of longitudinal warp caused by shear lag effects on concrete slabs and bottom plates of steel beams,shear deformation of steel beams and interface slip between steel beams and concrete slabs... Based on the consideration of longitudinal warp caused by shear lag effects on concrete slabs and bottom plates of steel beams,shear deformation of steel beams and interface slip between steel beams and concrete slabs,the governing differential equations and boundary conditions of the steel-concrete composite box beams under lateral loading were derived using energy-variational method.The closed-form solutions for stress,deflection and slip of box beams under lateral loading were obtained,and the comparison of the analytical results and the experimental results for steel-concrete composite box beams under concentrated loading or uniform loading verifies the closed-form solution.The investigation of the parameters of load effects on composite box beams shows that:1) Slip stiffness has considerable impact on mid-span deflection and end slip when it is comparatively small;the mid-span deflection and end slip decrease significantly with the increase of slip stiffness,but when the slip stiffness reaches a certain value,its impact on mid-span deflection and end slip decreases to be negligible.2) The shear deformation has certain influence on mid-span deflection,and the larger the load is,the greater the influence is.3) The impact of shear deformation on end slip can be neglected.4) The strain of bottom plate of steel beam decreases with the increase of slip stiffness,while the shear lag effect becomes more significant. 展开更多
关键词 steel-concrete composite box beam shear lag effect shear deformation SLIP closed-form solution
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