检索表达式：全部字段= 装配式混凝土 检出篇数：10 题录型记录（1条）
装配式混凝土挡土墙图书馆文献传递 【标准号】JIS A5312-1994
【标准英文名】Reinforced concrete built-up retaining walls 【ICS分类号】13.220.50;91.010.30;91.080.10;91.080.40 【引用标准】DIN EN 1994-1-2/A1-2014,IDT
（2）外文标准数据库名称：国际标准化组(ISO)
检索表达式： Keywords= fabricated or concrete 检出篇数：65 题录型记录（1篇）
Cathodic protection of steel in concrete Preview ISO 12696:2012 Abstract
ISO 12696:2011 specifies performance requirements for cathodic protection of steel in cement-based concrete, in both new and existing structures. It covers building and civil engineering structures, including normal reinforcement and prestressed reinforcement embedded in the concrete. It is applicable to uncoated steel reinforcement and to organic-coated steel reinforcement.
ISO 12696:2011 applies to steel embedded in atmospherically exposed, buried, immersed and tidal elements of buildings or structures. General information Revisions
Corrigenda / Amendments
Document published on: 2012-02-01 Edition: 1 (Monolingual) Status: Published TC/SC: ISO/TC 156
ICS: 77.140.15; 77.060 Stage: 60.60 (2012-01-30) Number of Pages: 45
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三、学位论文和会议文献检索
1．中外文学位论文检索
（1）中文学位论文数据库名称：读秀学术搜索 检索表达式：全部字段= 装配式混凝土 检出篇数：72
文摘型记录（1条），写出3-5条相关的题录型记录。 文摘型：
考虑叠合面摩擦滑移的装配式混凝土结构性能与分析方法
【作 者】林高峰
【学位授予单位】浙江大学 【学位名称】硕士 【导师姓名】卓新 【学位年度】2015 【摘 要】预制装配式混凝土结构是目前国内建筑工业化推广使用的主要预制结构类型,其构件的预制部分留有后浇区域(节点、叠合层等)。在施工现场浇筑混凝土后,预制构件形成具有先、后浇筑混凝土结合面的完整结构。这些具有后浇混凝土区域的构件构成了结构整体良好、与现浇等同的预制装配整体式混凝土结构。本文将叠合面摩擦滑移问题引入钢筋混凝土叠合构件受力的有限元分析中,主要研究工作包括：(1)基于传统有限元计算方法,将先、后浇筑混凝土之间的结合面定义为考虑结合面摩擦滑移的接触区域,建立结合面摩擦滑移的非线性有限元计算模型；对照先、后浇筑混凝土块体的受剪试验,分析考虑摩擦滑移的块体与整浇块体的有限元计算结果,验证该方法的可行性和准确性；(2)利用大型通用有限元分析软件ANSYS10.0建立考虑叠合面摩擦滑移的钢筋混凝土叠合板有限元计算模型,通过对不同叠合面处理方式下的计算结果进行对比,研究其对叠合板整体变形以及叠合面滑移的影响；(3)通过调整不同叠合梁的设计参数(叠合面相对高度、混凝土强度等级),研究考虑叠合面摩擦滑移的叠合梁有限元计算分析结果与不同设计参数的相互关系。研究结果表明,采用本文提出的考虑叠合面摩擦滑移的钢筋混凝土非线性有限元计算方法,可以对不同类型的叠合构件进行有限元计算分析,并对比研究设计条件不同的相同类型构件的受力性能。
题录型：
[1] 装配式混凝土框架节点抗震性能试验研究 【作 者】杨卉【学位授予单位】北方工业大学【学位名称】硕士【导师姓名】屈铁军;李晨光【学位年度】2014
[2] 全装配式混凝土剪力墙结构性能非线性有限元分析 【作 者】许铭【学位授予单位】湖南大学【学位名称】硕士【导师姓名】易伟建;黄远【学位年度】2014
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[3] 装配式混凝土砌块砌体抗压力学性能研究 【作 者】衣明松【学位授予单位】北京交通大学【学位名称】硕士【导师姓名】徐艳秋【学位年度】2013
[4] 保障性住房中推广装配式混凝土住宅的可行性研究 【作 者】姜旺【学位授予单位】吉林建筑大学【学位名称】硕士【导师姓名】孟子南【学位年度】2013
[5] 装配式混凝土管涵受力变形性状的现场试验及数值分析研究 【作 者】马祖桥【学位授予单位】浙江大学【学位名称】硕士【导师姓名】凌道盛【学位年度】2009 （2）外文学位论文数据库名称：百链
检索表达式：Year =2015 and Keywords= fabricated or concrete 检出篇数： 26
文摘型记录（1条），写出3-5条相关的题录型记录。
文摘型：
Prediction of Time-Dependent Stresses and Deflections in Prestressed, Concrete Girders: From Start of Fabrication to End of Service Life. 【作 者】Davison; Bill.
【学位授予单位】University of Washington 【学位年度】2014
【摘 要】Fabricators and contractors need accurate prediction of the camber in precast, prestressed, concrete girders. Large differences in the camber between adjacent girders lead to significant construction difficulties that often have financial and/or legal ramifications. Many factors affect the time-dependent deflections of these girders including； creep and shrinkage of concrete, prestressing relaxation, temperature variations and numerous fabrication conditions. The current models used to predict the deflection history are largely empirical and, although they account approximately for some of the important effects, they do not explicitly consider the interactions among these factors. The goal of this research was to generate a camber prediction algorithm that links the time-dependent constitutive models and explicitly considers the fabrication conditions. This was done by using classical structural analysis techniques and combining them with explicit, time-dependent material models. The analysis was divided into four time phases that encompass a girders life-span, from fabrication through it service life. These phases are: &bull； Strand jacking: The phase during which the prestressing strands are brought up to their specified jacking stress, &bull； Pre-bonding: The phase during which the prestressing strands are anchored to the abutments in the casting bed, but the strands have not yet bonded to the
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surrounding concrete, &bull； Post-bonding: The phase during which the concrete has bonded to the strands, but the girder is still resting in the casting bed, and the strands are still restrained by the abutments. &bull； Post-release: The phase during which the prestressing strands have been released from the abutments and the girder is removed from the casting bed. This phase includes the entire service life. 题录型：
[1]Steel-plate Encased Concrete Coupling Beams. 出版号:3567191作者: Suen, Po Chi.出版日期: 2012
[2] Shear Behaviour of Concrete Slabs and Beams Reinforced with High-Performance ASTM A1035 Steel. 出版号:NS27522作者:Desalegne, Admasu Shimeles.出版日期:2013 [3] Corrosion resistant concrete using corrosion resistant steel. 作者: Beh, David. 出版日期:2013
[4] Seismic performance of circular concrete filled steel tube columns for accelerated bridge construction. 作者:Tucker, Catherine. 出版日期:2014
2．中外文会议论文检索
（1）中文会议论文数据库名称：百链
检索表达式：年 = 2014 and 全部字段=装配式混凝土 检出篇数：22
文摘型记录（1条），写出3-5条相关的题录型记录。 文摘型：
装配式混凝土结构构件辅助计算程序PCM 【作 者】王依群;李健 【日 期】2014
【会议名称】第十七届全国工程建设计算机应用大会
【会议录名称】第十七届全国工程建设计算机应用大会论文集 【作者联系方式】天津市天神机械加工有限公司
【摘 要】依据新颁布实施的《装配式混凝土结构技术规程》(JGJ 1—2014),装配式混凝土结构变形、内力计算和大部分构件截面设计可采用现有的大型结构分析软件进行,对于规程专门规定的预制构件及其与现浇部分接缝的设计计算,我们编制了计算机程序,以辅助大型结构分析软件高质量、快速地完成设计任务。 题录型：
[1] 装配式混凝土结构建筑质量检测研讨
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【作 者】卫春华;张利民;鲁欢【日 期】2014【会议名称】全国建工建材检测实验室可持续发展高峰论坛【会议录名称】全国建工建材检测实验室可持续发展高峰论坛论文集 [2] 装配式钢结构在民用建筑上的应用
【作 者】李昊;张新宁;王素贤【日 期】2014【会议名称】中国钢结构行业大会【会议录名称】中国钢结构行业大会论文集
[3] 水泥纤维板在外墙保温和装配式墙体中有广泛用途
【作 者】吴淑环【日 期】2014【会议名称】第九届全国纤维水泥制品学术、标准、技术信息经验交流会暨中国硅酸盐学会混凝土与水泥制品分会纤维水泥制品专业委员会三届一次会议、中国硅酸盐学会房屋建筑材料分会建筑结构与轻质板材专业委员会三届一次会议 [4] 装配式混凝土结构在中国的发展趋势(英文)
【作 者】佟晓超;Ignacio Izuzquiza;戚俊兰【日 期】2014【会议名称】第十届国际绿色建筑与建筑节能大会暨新技术与产品博览会【会议录名称】第十届国际绿色建筑与建筑节能大会暨新技术与产品博览会论文集——S01绿色建筑设计理论、技术和实践 （2）外文会议论文数据库名称：百链
检索表达式：Year=2015 and Keywords= fabricated or concrete 检出篇数： 125
文摘型记录（1条），写出3-5条相关的题录型记录。
文摘型：Kinematic analysis of a parallel manipulator-based multi-function mobility assistive device for elderly
【作 者】Asker, Ahmed;Assal, Samy F.M. 【会议名称】Advanced Intelligent Mechatronics (AIM), 2015 IEEE International Conference on
【会议时间】2015 【作者联系方式】Egypt-Japan University of Science and Technology, New Borg-El-Arab city, Alexandria, Egypt 【出版社】:IEEE 【摘 要】Recently, more attention has been directed for developing robotic systems that help elderly live independently or rely less on others. This paper describes a novel multi-function mobility assistive device for elderly. The proposed device aims to help patients who don't have enough physical strength on their lower limbs due to aging or diseases. Rather than one function device, the proposed device is designed to interactively assist in different lower limb activities; namely, sit to stand and walking activities as well as transfer paralyzed patients from bed to wheelchair and help them stand in upright position to improve blood circulation. The device is based
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