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柱构引发的透明结构——基于三个经典案例的类比分析与研究
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作者 丁治宇 赵楠艳 《建筑与文化》 2017年第2期103-105,共3页
本文以对仙台煤质机构(Sendai Mediatheque)、神奈川凯特工房(the Kait Workshop in Kanagawa)和苏黎世瑞士再保险大楼新楼(Swiss Re Next)三个经典案例的设计分析作为类比研究的依据,从基于透明性的结构表现视角展示了以"柱构&qu... 本文以对仙台煤质机构(Sendai Mediatheque)、神奈川凯特工房(the Kait Workshop in Kanagawa)和苏黎世瑞士再保险大楼新楼(Swiss Re Next)三个经典案例的设计分析作为类比研究的依据,从基于透明性的结构表现视角展示了以"柱构"为代表的结构重构对建筑形式和空间表现的主导作用,以及重构化的结构体系与空间形态的整合性。最后指出,在释放结构本源意义层面上,结构重构成为形式创新的一条必然之路。 展开更多
关键词 类比分析和研究 柱构 透明结
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关于双肢格构轴压柱的几个问题
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作者 李清扬 高震 +1 位作者 刘远鹏 李颖 《工程建设与设计》 2008年第4期34-35,共2页
分析了双肢格构轴压柱确定x轴、y轴时钢结构设计规范采用的做法和一些教材、手册做法的特点,提出了设计计算时应注意的问题.总结了换算长细比的应用,并指出设计中容易误用长细比取代换算长细比之处及其危害性,并分别对其后果进行了具体... 分析了双肢格构轴压柱确定x轴、y轴时钢结构设计规范采用的做法和一些教材、手册做法的特点,提出了设计计算时应注意的问题.总结了换算长细比的应用,并指出设计中容易误用长细比取代换算长细比之处及其危害性,并分别对其后果进行了具体分析. 展开更多
关键词 双肢格轴压 实轴 虚轴 换算长细比
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钢管格构柱临时支架在桥梁更换盖梁中的应用 被引量:3
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作者 苏加强 《公路工程》 北大核心 2018年第3期229-235,共7页
临时支架的搭设在桥梁维修时,是一项十分重要并且具有难度的技术,特别在桥梁更换构件中,起着决定性的作用。由于普通满堂式支架或抱箍等,在一些工程中受地形、构件强度等限制,采用钢管格构柱临时支架成为最经济、合理的选择。为了计算... 临时支架的搭设在桥梁维修时,是一项十分重要并且具有难度的技术,特别在桥梁更换构件中,起着决定性的作用。由于普通满堂式支架或抱箍等,在一些工程中受地形、构件强度等限制,采用钢管格构柱临时支架成为最经济、合理的选择。为了计算分析钢管柱格构式临时支架在支撑桥梁上部结构,更换盖梁中的安全应用,依托工程实例,进行精细荷载导算,重点对临时支撑的整体稳定性、单根杆件稳定性及承载力、地基基础承载力等指标进行验算和分析,以满足实际工程需要,也为其他类似工程提供了重要的理论依据和实际经验。 展开更多
关键词 钢管 盖梁更换 临时支架 MIDAS CIVIL 设计验算
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角钢格构加劲圆钢管约束混凝土柱轴压性能数值研究
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作者 聂少锋 宋龙飞 +2 位作者 董钰君 叶梦娜 朱纪钊 《结构工程师》 北大核心 2019年第1期83-91,共9页
采用有限元分析软件ABAQUS对18个角钢格构加劲圆钢管约束混凝土柱的轴压性能进行了数值模拟研究。将角钢格构加劲圆钢管约束混凝土柱和圆钢管约束型钢混凝土柱的轴压性能进行对比分析,进而研究了钢管径厚比、钢骨含钢率、缀板间距等因... 采用有限元分析软件ABAQUS对18个角钢格构加劲圆钢管约束混凝土柱的轴压性能进行了数值模拟研究。将角钢格构加劲圆钢管约束混凝土柱和圆钢管约束型钢混凝土柱的轴压性能进行对比分析,进而研究了钢管径厚比、钢骨含钢率、缀板间距等因素对试件最大荷载和延性的影响。结果表明:角钢格构加劲圆钢管约束混凝土柱具有良好的受压性能;角钢格构加劲圆钢管约束混凝土柱的最大荷载和延性随着钢管径厚比和缀板间距的减小以及钢骨含钢率的增加而增大,且延性增加的幅度随之逐渐减小;钢骨含钢率处于3.87%~7.18%时,试件有较高的最大荷载和延性;缀板间距可依据普通格构式柱的设计要求取值。提出了角钢格构加劲圆钢管约束混凝土柱轴压承载力建议计算公式,计算结果偏于安全保守,可用于工程设计参考。 展开更多
关键词 角钢格加劲圆钢管约束混凝土 轴压性能 有限元分析 轴压承载力
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阶形格构钢管柱加工制作技术
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作者 邬恒玉 《铁道建筑技术》 1997年第5期40-42,49,共4页
阶形格构钢管柱是一种新型结构,国内用的很少。文章结合工程实例介绍了其加工制作的细节和应注意的问题,对所取得的成功经验进行了总结。
关键词 厂房 加工制作 柴油机厂 阶殂格钢管
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某钢管混凝土格构柱超重型单层厂房结构设计
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作者 毛呈龙 王俊永 +2 位作者 沈瑞宏 徐敏杰 陆锋 《工程建设与设计》 2016年第1期21-23,共3页
以某钢管混凝土柱超重型单层厂房为例,对厂房各系统的结构布置及设计特点进行了详细的介绍,可为类似工程提供借鉴。
关键词 单层厂房 钢管混凝土格 肩梁
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某大型炼铸锻钢联合厂房结构选型设计
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作者 林振杨 申秀秀 《工程建设与设计》 2024年第1期14-17,共4页
某大型炼铸锻钢联合厂房生产工艺流程包括废钢、熔炼、铸造、热处理、清铲、机加工等工段。在有限的总平面布置条件下,要使联合车间各大生产系统及工段既自成一体又相互衔接成一有机整体以便于完成生产目标,给结构布置和设计带来了巨大... 某大型炼铸锻钢联合厂房生产工艺流程包括废钢、熔炼、铸造、热处理、清铲、机加工等工段。在有限的总平面布置条件下,要使联合车间各大生产系统及工段既自成一体又相互衔接成一有机整体以便于完成生产目标,给结构布置和设计带来了巨大的挑战。基于此,论文从排架柱选型、柱间支撑的设计、吊车梁系统的设计、屋盖系统的设计几方面重点介绍了厂房结构构件选型的设计分析。 展开更多
关键词 多联不等高跨 多层大吨位吊车 多阶格
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间接馈电柱-锥级联爆磁压缩发生器数值模拟 被引量:6
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作者 王玉芝 王贵荣 董志伟 《强激光与粒子束》 EI CAS CSCD 北大核心 2006年第11期1931-1936,共6页
为了研究间接馈电、两级级联柱-锥构型的爆磁压缩发生器的物理特性,发展了描述爆磁压缩物理过程的2维爆轰磁流体力学程序———MFCG(Ⅴ),并用其分析、计算了一系列模型。通过将计算结果与柱-柱构型的结果进行比较,表明了柱-锥构型更有... 为了研究间接馈电、两级级联柱-锥构型的爆磁压缩发生器的物理特性,发展了描述爆磁压缩物理过程的2维爆轰磁流体力学程序———MFCG(Ⅴ),并用其分析、计算了一系列模型。通过将计算结果与柱-柱构型的结果进行比较,表明了柱-锥构型更有利于功率放大:在同样的输出电流条件下,不仅爆磁压缩的时间缩短,而且输出功率也相应地增加。MFCG(Ⅴ)程序的建立以及相应的数值模拟结果有助于加深对柱-锥构型的爆磁压缩发生器物理过程的认识,并为实验设计提供参考。 展开更多
关键词 爆磁压缩发生器 -锥 流函数 等效电路方程 间接馈电
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盾构下穿高架桥桩基托换和切削施工技术 被引量:10
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作者 苏明 尹志清 《城市轨道交通研究》 北大核心 2020年第9期175-179,共5页
依托广州市轨道交通21号线工程棠东站—黄村站盾构区间的隧道施工实例,从方案选择、工艺操作、模拟分析三个方面,探讨在地质条件及周边环境复杂情况下,采用主动托换技术与盾构磨桩技术下穿连续梁桥多柱刚构墩下桩基的施工方法,并详细介... 依托广州市轨道交通21号线工程棠东站—黄村站盾构区间的隧道施工实例,从方案选择、工艺操作、模拟分析三个方面,探讨在地质条件及周边环境复杂情况下,采用主动托换技术与盾构磨桩技术下穿连续梁桥多柱刚构墩下桩基的施工方法,并详细介绍、分析了施工工艺参数的选取。该工艺方法适用于周边环境复杂、变形控制精度要求高的桩基托换与盾构磨桩工程,能够达到在不破坏原建筑物且不影响周边道路通行的前提下完全清除障碍物,并保证原结构能正常使用。 展开更多
关键词 隧道 墩桩基 主动托换 磨桩
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大跨度超重吊车厂房结构体系选型的研究应用 被引量:6
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作者 汪崖 夏汉强 +1 位作者 汪锋 白洪涛 《钢结构》 2006年第6期56-59,65,共5页
通过对结构进行平面和空间计算、分析、对比,探讨适用于设有超重吨位吊车的高大重型厂房结构体系,并探索“钢管混凝土格构式柱+实腹钢梁”结构体系在此类厂房中应用的可行性。
关键词 钢管混凝土格式四肢 桁架式屋盖 实腹式钢梁屋盖
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轴心受压钢柱截面的优化设计
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作者 徐春杰 戴素娟 +1 位作者 李婷 彭伟 《安徽建筑》 2016年第4期119-120,共2页
在轴心受压钢柱的设计中,选择合适的截面形式可以提高钢柱的承载力,节省钢材。文章探讨了在用钢量相同的情况下,普通轧制工字钢、H型钢、焊接工字形钢(翼缘为焰切边)和双肢格构缀条钢柱的稳定承载力。分析结果表明,双肢格构缀条钢柱的... 在轴心受压钢柱的设计中,选择合适的截面形式可以提高钢柱的承载力,节省钢材。文章探讨了在用钢量相同的情况下,普通轧制工字钢、H型钢、焊接工字形钢(翼缘为焰切边)和双肢格构缀条钢柱的稳定承载力。分析结果表明,双肢格构缀条钢柱的稳定承载力优于其它三种截面钢柱。验证了钢柱设计时截面越开展、稳定承载力越高的结论。 展开更多
关键词 轴心受压钢 普通轧制工字钢 H型钢 焊接工字形钢 双肢格缀条钢
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河南发展大厦中钢-混凝土组合结构的应用
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作者 文元 马力 张颖 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2003年第z1期3-5,共3页
河南发展大厦设计中我们通过多个计算程序对门式结构进行了计算,应用了钢-混凝土格构式柱来连接B座中部的连体结构,以解决门式结构的抗震及连接中的节点处理问题.
关键词 连体结 钢-混凝土组合格 钢-混凝土钢骨的含钢率 节点连接
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Synthesis and structures of cdq‑topological quaternary and(4,4,8)‑c topological quinary Zn‑MOFs with both oxalic acid and triazole ligands
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作者 LIANG Jing WANG Qian BAI Junfeng 《无机化学学报》 SCIE CAS CSCD 北大核心 2024年第11期2186-2192,共7页
Different solvothermal reactions of ZnC2O_(4)with oxalic acid(H_(2)ox)and 1,2,4-triazole(Htrz)successfully gave a new quaternary(NJTU-Bai83,NJTU-Bai=Nanjing Tech University Bai's group)and a new quinary(NJTU-Bai84... Different solvothermal reactions of ZnC2O_(4)with oxalic acid(H_(2)ox)and 1,2,4-triazole(Htrz)successfully gave a new quaternary(NJTU-Bai83,NJTU-Bai=Nanjing Tech University Bai's group)and a new quinary(NJTU-Bai84)anionic metal-organic frameworks(MOFs),where NJTU-Bai83=(Me_(2)NH_(2))2[Zn_(3)(trz)_(2)(ox)_(3)]·2H_(2)O and NJTU-Bai84=(Me_(2)NH_(2))[Zn_(3)(trz)_(3)(ox)_(2)]·H_(2)O,respectively.With the[Zn_(2)(ox)4(trz)_(2)]secondary building unit(SBU)in NJTU-Bai83 replaced by the[Zn_(3)(ox)_(2)(trz)_(6)]and planar[Zn(ox)_(2)(trz)_(2)]ones in NJTU-Bai84,2D supramolecular building layers(SBLs)are changed from the A-layer and B-layer to another A-layer,while pillars are transformed from the tetrahedral[Zn(ox)_(2)(trz)_(2)]SBU to the irregular tetrahedral[Zn(ox)_(2)(trz)_(2)]and planar[Zn(ox)_(2)(trz)_(2)]SBUs.Thus,cdq-topological quaternary NJTU-Bai83 is tuned to(4,4,8)-c new topological quinary NJTU-Bai84.Two MOFs were well characterized by powder X-ray diffraction,thermogravimetric analysis,elemental analysis,etc.CCDC:2351819,NJTU-Bai83;2351820,NJTU-Bai84. 展开更多
关键词 controlled synthesis multivariant metal-organic frameworks pillar-layer typed structures
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NUMERICAL MODEL OF WAVE FORCES ON CONTINUOUS CYLINDER STRUCTURES 被引量:6
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作者 白志刚 周锡祊 +1 位作者 孙克俐 周旭 《Transactions of Tianjin University》 EI CAS 2001年第2期71-75,共5页
A numerical model of wave force upon continuous cylinder structures with a large diameter using the boundary element method (BEM) is presented. A numerical model of reflecting wave upon continuous cylinders was establ... A numerical model of wave force upon continuous cylinder structures with a large diameter using the boundary element method (BEM) is presented. A numerical model of reflecting wave upon continuous cylinders was established on the basis of linear wave theory.The fundamental solution to the Helmholtz equation within an infinite strip area that explicitly satisfies two infinite parallel boundaries is used together with Radiation condition rather than the solution of an infinite area.According to the proposed theory and method,the computer programs have been composed in Visual C ++ Development Studio.Several examples show that the technique and its program are feasible and efficient.And the wave forces upon continuous cylinders can be decreased by as much as 14%~24% under a ratio of D/L= 0.09~0.19 compared with the square caissons. 展开更多
关键词 numerical method wave forces BEM cylinder structure
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THE SECRETORY STIGMAS IN POPULUS: DEVELOPMENT, CYTOCHEMISTRY, ULTRASTRUCTURE AND THEIR RELATION TO INTERSECTIONAL INCOMPATIBILITY * 被引量:1
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作者 李文钿 孙福生 +1 位作者 成小飞 朱彤 《Acta Botanica Sinica》 CSCD 1995年第7期514-521,共8页
The stigmas of five species, Populus euphratica Oliv., P. alba L., P. simonii Carr., P. lasiocarpa Oliv. and P. nigra L. have been studied. Scanning electron microscopy re veals that exudates are present in the ... The stigmas of five species, Populus euphratica Oliv., P. alba L., P. simonii Carr., P. lasiocarpa Oliv. and P. nigra L. have been studied. Scanning electron microscopy re veals that exudates are present in the intercellular spaces, in the clefts between the multicel lular papillae and on the receptive surface. Release and movement of exudates can be visual ized when the fresh stigmas are stained with sudan Ⅲ and auramine O. Paraffin and semi thin resin sections of stigmas after glutaraldehyde osmium fixation evidence the lipidic nature of the exudates. Transmission electron microscopy reveals the glandular features of the stigmatic papillae cells, such as abundance of rough and smooth endoplasmic reticulum, polyribosomes, and well developed dictyosomes with secretory vesicles. Pellicle and epicuticular lamellate layers which have been considered as typical features of the dry type stigmas are also present in the species where stigmas appear extremely wet. It is concluded that stigmas in all of the five species are secretory at the receptive stage. Well developed generative and sperm cells were observed in the pollen tubes penetrating through the deep layers of the stigmatic tissue in the reciprocal crosses between P. euphratica and P. simonii, which indicated that there is no significant barrier in the stigma. 展开更多
关键词 Secretory stigma POPULUS ULTRASTRUCTURE CYTOCHEMISTRY INCOMPATIBILITY
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Seismic strengthening of reinforced concrete columns damaged by rebar corrosion using combined CFRP and steel jacket 被引量:2
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作者 李金波 贡金鑫 《Journal of Southeast University(English Edition)》 EI CAS 2009年第4期506-512,共7页
In order to study the effectiveness of combined carbon fiber-reinforced polymer (CFRP) sheets and steel jacket in strengthening the seismic performance of corrosion-damaged reinforced concrete (RC) columns, twelve... In order to study the effectiveness of combined carbon fiber-reinforced polymer (CFRP) sheets and steel jacket in strengthening the seismic performance of corrosion-damaged reinforced concrete (RC) columns, twelve reinforced concrete columns are tested under combined lateral cyclic displacement excursions and constant axial load. The variables studied in this program include effects of corrosion degree of the rebars, level of axial load, the amount of CFRP sheets and steel jacket. The results indicate that the combined CFRP and steel jacket retrofitting technique is effective in improving load-carrying, ductility and energy absorption capacity of the columns. Compared with the corrosion-damaged RC column, the lateral load and the ductility factor of many strengthened columns increase more than 90% and 100%, respectively. The formulae for the calculation of the yielding load, the maximum lateral load and the displacement ductility factor of the strengthened columns under combined constant axial load and cyclically increasing lateral loading are developed. The test results are also compared with the results obtained from the proposed formulae. A good agreement between calculated values and experimental results is observed. 展开更多
关键词 reinforced concrete column seismic performance CORROSION retrofitting steel jacket fiber-reinforced polymer (FRP) DUCTILITY
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Construction of reasonable pillar group for undersea mining in metal mine 被引量:5
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作者 Zhi-xiang LIU Tian LUO +3 位作者 Xiang LI Xi-bing LI Zhen HUAI Shao-feng WANG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2018年第4期757-765,共9页
In order to achieve the safe mining in Sanshandao Gold Mine,five schemes of secure pillar group are designed.Using the method of the renormalization group,the failure mechanism of the pillar group is explored,and the ... In order to achieve the safe mining in Sanshandao Gold Mine,five schemes of secure pillar group are designed.Using the method of the renormalization group,the failure mechanism of the pillar group is explored,and the safety factor of the pillar system is also obtained.The displacement characteristics,stress-strain laws,distribution of plastic zone and damage range of different pillar group are analyzed using numerical calculation software FLAC3D.To determine a reasonable pillar group scheme,the pillar stability and roof deformation are utilized to evaluate the safety of the pillar group.In addition,the theory of fuzzy comprehensive evaluation is adopted to verify the optimal scheme.The pillar group with the lowest roof deformation value is chosen as the optimal plan,which renders a factor of safety of 2.06 for the pillar group.According to this scheme,pillars with the width of 10 m are set along the strike of undersea deposit with the interval of 50 m.Rib pillars of 15 m in width are set at the location of the exploration line of 127,151 and 167.The analysis can be used to provide guidance for optimal design of pillar structures in undersea mining. 展开更多
关键词 undersea mining pillar group scheme safety factor numerical simulation fuzzy comprehensive evaluation
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Application of Multicapillary Column to High Speed GC Separation of Industrial Chemicals
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作者 张汉邦 傅若农 文玉秀 《Journal of Beijing Institute of Technology》 EI CAS 1997年第4期25-30,共6页
Two multicapillary coluumns(SE 30 and Carbowax 20M)were used for high speed GC separation of positional isomers of industrial chemicals The performances of the two multicapillary columns were also evaluated,such a... Two multicapillary coluumns(SE 30 and Carbowax 20M)were used for high speed GC separation of positional isomers of industrial chemicals The performances of the two multicapillary columns were also evaluated,such as the effects of carrier velocity,column temperature and sample capacity Two typical explosive isomers(DNT and TNT)were well separated on SE 30 multicapillary column,while some important chemicals(e g xylenes,xylenols)were separated on Carbowax 20M multicapillary column at high speed The multimulticapillary column shows the feature of fast analysis,relatively lower column temperature and larger sample capacity 展开更多
关键词 multicapillary column high speed GC positional isomers separation
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Dynamic Wave Pressures on Deeply Embedded Large Cylindrical Structures due to Random Waves 被引量:1
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作者 刘海笑 唐云 周锡礽 《Transactions of Tianjin University》 EI CAS 2003年第1期21-28,共8页
The response of dynamic wave pressures on structures would be more complicated and bring about new phenomena under the dynamic interaction between soil and structure. In order to better understand the response charact... The response of dynamic wave pressures on structures would be more complicated and bring about new phenomena under the dynamic interaction between soil and structure. In order to better understand the response characteristics on deeply embedded large cylindrical structures under random waves, and accordingly to offer valuable findings for engineering, the authors designed wave flume experiments to investigate comparatively dynamic wave pressures on a single and on continuous cylinders with two different embedment depths in response to two wave spectra.The time histories of the water surface elevation and the corresponding dynamic wave pressures exerted on the cylinder were analyzed in the frequency domain. By calculating the transfer function and spectral density for dynamic wave pressures along the height and around the circumference of the cylinder, experimental results of the single cylinder were compared with the theoretical results based on the linear diffraction theory, and detailed comparisons were also carried out between the single and continuous cylinders. Some new findings and the corresponding analysis are reported in present paper. The investigation on continuous cylinders will be used in particular for reference in engineering applications because information is scarce on studying such kind of problem both analytically and experimentally. 展开更多
关键词 random wave deeply embedded large cylindrical structure single cylinder continuous cylinders dynamic wave pressure frequency domain
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Crashworthiness design and experimental validation of a novel collision post structure for subway cab cars 被引量:3
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作者 XING Jie XU Ping +3 位作者 ZHAO Hui YAO Shu-guang WANG Qian-xuan LI Ben-huai 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第9期2763-2775,共13页
This paper proposes a novel collision post structure designed to improve the crashworthiness of subway cab cars.The structure provides two innovative features:1)a simpler connection between the post and the car roof,w... This paper proposes a novel collision post structure designed to improve the crashworthiness of subway cab cars.The structure provides two innovative features:1)a simpler connection between the post and the car roof,which gives a more reasonable load transfer path to reduce the stress concentration at the joint;and 2)a stiffness induction design that provides an ideal deformation model to protect the safe space of the cab cars.The novel collision post structure was evaluated with finite element analysis,and a prototype cab car was mechanically tested.The results demonstrate that the deformation response was stable and agreed well with the expected ideal mode.The maximum load was 874.17 kN and the responses remained well above the elastic design load of 334 kN as required by the design specification.In addition,there was no significant tearing failure during the whole test process.Therefore,the novel collision post structure proposed has met the requirements specified in new standard to improve the crashworthiness of subway cab cars.Finally,the energy absorption efficiency and light weight design highlights were also summarized and discussed. 展开更多
关键词 collision post structure subway cab cars CRASHWORTHINESS quasi-static test
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