云南高校图书馆联盟文献共享服务平台- STEEL-CONCRETE

STEEL-CONCRETE: 作品数：18被引量：29H指数：4; 导出分析报告; 相关领域：建筑科学更多>>; 相关作者：宗周红李明鸿夏坚陈晓强刘其伟更多>>; 相关机构：东南大学福州大学福建省建筑科学研究院安徽省交通规划设计研究总院股份有限公司更多>>; 相关期刊：《Open Journal of Civil Engineering》《World Journal of Nuclear Science and Technology》《Journal of Traffic and Transportation Engineering(English Edition)》《Journal of Architectural Environment & Structural Engineering Research》更多>>; 相关基金：国家自然科学基金国家科技支撑计划更多>>

Bond Behavior between Recycled Concrete Containing CDW and Different Types of Steel Bars: 《Journal of Architectural Environment & Structural Engineering Research》2021年第2期1-7,共7页Carine N.S.Reis Paulo Lima Mônica B.Leite; The authors would like to thank the CAPES which sponsored the first author.; The operation of reinforced concrete structures is directly associated with the adhesion between the steel bar and the concrete,which allows the internal forces to be transferred to the reinforcement during the proce...; 关键词：Construction and demolition waste(CDW) Recycled concrete Steel-concrete bond behavior

The Study of Force and the Mechanical Characteristic of Incremental Launching Construction Method on a Steel-Concrete Continuous Beam Bridge被引量：2: 《Journal of Architectural Research and Development》2019年第6期46-50,共5页Xu Luo; The usage of steel-mixed composite beams is quite extensive today.During an event of constructing steel-mixed composite bridges,the incremental launching construction method is generally adopted.This paper mainly anal...; 关键词：STEEL-CONCRETE Composite BEAM INCREMENTAL LAUNCHING Construction Method Force DISPLACEMENT

Flexural and eigen-buckling analysis of steel-concrete partially composite plates using weak form quadrature element method: 《Journal of Central South University》2019年第11期3087-3102,共16页XIA Jun SHEN Zhi-qiang LIU Kun SUN Cheng-ming; Project(51508562)supported by the National Natural Science Foundation of China;Project(ZK18-03-49)supported by the Scientific Research Program of National University of Defense Technology,China; Flexural and eigen-buckling analyses for rectangular steel-concrete partially composite plates(PCPs)with interlayer slip under simply supported and clamped boundary conditions are conducted using the weak form quadrat...; 关键词：weak form quadrature element method partially composite plates interlayer slip flexural analysis eigen-buckling analysis

Experimental Study on Shear Behavior of New-Type Steel-Concrete Composite Bridge Deck: 《Journal of Harbin Institute of Technology(New Series)》2018年第6期66-77,共12页Qiu Zhao Yang Du Wenping Cai Ming Yang Rui Dong; Sponsored by the National Natural Science Foundation of China(Grant No.51478120); To alleviate deck fatigue failure and regular pavement damage,which are congenital deficiencies of highway steel bridge deck structure,this paper proposes a newtype of composite bridge deck,consisting of steel tubular...; 关键词：composite bridge DECK push-out tests RPC steel TUBULAR connectors failure mode

Comparative analysis of cast-in-place post-tensioned and steel-concrete composite bridge bent caps被引量：1: 《Journal of Modern Transportation》2017年第3期194-204,共11页Nur Yazdani Francisco D.B.Ruiz; herein for allowing the use of various data from the LBJ Project in the development of this paper; The complexity of the IH-635 Managed Lanes Project, located in Dallas County, Texas, posed several technical and constructive challenges, leading to the adoption of solutions different from the traditional. Two altern...; 关键词：Bridge pier cap Bridge bent - Post-tensionedstructure Steel-concrete cap Cost estimation Construction schedule Traffic closing cost

Seismic performance of double-skin steel-concrete composite box piers: Part Ⅱ—Nonlinear finite element analysis: 《Journal of Southeast University(English Edition)》2016年第3期346-355,共10页夏坚宗周红徐焯然李明鸿; The National Natural Science Foundation of China(No.51678141,51378112);the Open Fund from the National Engineering Laboratory for Technology of Geological Disaster Prevention in Land Transportation,Southwest Jiaotong University(No.SWJTUGGS-2014001); An accurate finite element （ FE） model was constructed to examine the hysteretic behavior of double-skin steel-concrete composite box （ DSCB） piers for further understanding the seismic performance of DSCB piers;...; 关键词：double-skin steel-concrete composite box（DSCB） pier finite element analysis local buckling hysteretic behavior skeleton curve model

Seismic performance of double- skin steel- concrete composite box piers: Part Ⅰ——Bidirectional quasi-static testing被引量：6: 《Journal of Southeast University(English Edition)》2016年第1期58-66,共9页夏坚宗周红徐焯然李明鸿; The National Natural Science Foundation of China(No.51178101;51378112);the Doctoral Fund of Ministry of Education(No.20110092110011); To study the seismic performance of double-skin steelconcrete composite box（ DSCB） piers, a total of 11 DSCB pier specimens were tested under bidirectional cyclic loading. The effects of the loading pattern, the ste...; 关键词：double-skin steel-concrete composite box（DSCB） pier bidirectional quasi-static testing hysteretic curve skeleton curve ductility energy dissipation capacity

Experimental study on seismic behaviors of steel-concrete composite frames被引量：2: 《Journal of Central South University》2015年第11期4396-4413,共18页戚菁菁蒋丽忠; Project(12K104)supported by Scientific Research Fund of Hunan Provincial Education Department;China;Project(E51254)supported by Scientific Research Foundation for the Doctoral Program of Hunan University of Science and Technology;China; Steel-concrete composite frames are seeing increased use in earthquake region because of their excellent structural characteristics, including high strength, stiffness, and good ductility. However, there exist gaps in...; 关键词：COMPOSITE FRAME STEEL-CONCRETE COMPOSITE BEAM conc

An innovative steel-concrete joint for integral abutment bridges被引量：6: 《Journal of Traffic and Transportation Engineering(English Edition)》2015年第4期209-222,共14页Bruno Briseghella Tobia Zordan; Integral abutment bridges are becoming rather common, due to the durability problems of bearings and expansion joints. At the same time, among short- and medium-span bridges, multi-beam steel-concrete composite deck w...; 关键词：Integral abutment bridgesSteel-concrete bridgesSteel-concrete jointsFEM simulationShear connection method

Connection between Concrete Layers with Different Strengths被引量：1: 《Engineering（科研）》2015年第7期365-372,共8页Jae Yoon Kang Jong Sup Park Woo Tai Jung Moon Seoung Keum; As part of a research intending to develop steel-concrete hybrid girder using ultra high performance concrete with compressive strength of 80 MPa, this study conducts loading test on this girder to investigate the met...; 关键词：Shear Resistance Interface BETWEEN CONCRETE LAYERS Surface ROUGHNESS STEEL-CONCRETE Hybrid GIRDER Ultra High Performance CONCRETE (UHPC)

STEEL-CONCRETE