The Experts below are selected from a list of 221589 Experts worldwide ranked by ideXlab platform
Xu Ya-feng - One of the best experts on this subject based on the ideXlab platform.
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Experimental Study on Eccentrically Compressed Cross-Shaped Steel Reinforced Concrete Columns
Progress in Steel Building Structures, 2011Co-Authors: Xu Ya-fengAbstract:A new type solid-web steel reinforced Concrete special-shaped columns have been designed.In order to get the failure mechanism and capacity of solid-web steel reinforced Concrete special-shaped column,testing studies of 12 specimens are made to investigate the bearing capacity,the failure process and modes.The failure characteristics,mechanical behaviors of the eccentrically compressed steel reinforced Concrete special-shaped columns such as the loading-displacement and skeleton curves,load bearing capacity,displacement ductility are analyzed.Through the experiments,we can know the damage features of steel reinforced Concrete special-shaped columns and the effect on steel ratio carrying capacity and ductility.It is concluded that,steel reinforced Concrete special-shaped columns have high load bearing capacity and excellent ductility,the new type solid-web steel reinforced Concrete special-shaped column can be used in engineering projects widely.
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The Concept Design and Circular Steel Tube Composite Short Column Filled with Steel Reinforced Concrete
Journal of Shenyang Jianzhu University, 2006Co-Authors: Xu Ya-fengAbstract:For solving the problem in the study of circular steel tube compile column filled with reinforced Concrete,an innovative column of circular steel tube composite short column filled with steel reinforced Concrete has been brought forward by the principle of concept design.In order to master the damage and capacity of circular steel tube composite short column filled with steel reinforced Concrete,the experimental study has been done under eccentricity load of circular steel tube composite short column filled with steel reinforced Concrete that has three type steel ratios.Through the experiment,we can know the damage character of circular steel tube composite short column filled with steel reinforced Concrete and the effect of carrying capacity and ductility under steel ratio.Finally,circular steel tube Concrete column and steel reinforced Concrete can work together well to damage.A new structure type has been suggested for the development of composite structure.
Yang Yong - One of the best experts on this subject based on the ideXlab platform.
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Prospect of core steel reinforced Concrete structures
2006Co-Authors: Yang Yong, Nie Jian-guoAbstract:Based on SRC(Steel Reinforced Concrete) structures,a new structure form named CSRC(Core Steel Reinforced Concrete) structure was developed.Significances and remarkable advantages of CSRC structures in high-rise residential were analysed.Summed up relative researches on CSRC structures at home and aboard,the key technology and main problems of engineering application and seismic design of CSRC structures were posed.Nonlinear analysis on section mechanical behaviour of 14 CSRC column specimens was conducted using the SCI section builder-8 computer program.It was concluded that the core shaped-steel could obviously improve the section ductility of CSRC columns under large axial compression,but had little effect on moment-bearing capacity of the CSRC column section.Two practical engineering examples of CSRC structure were introduced.Methods of seismic design and programme of further research on CSRC structures were finally advised.
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Design of transition story of steel reinforced Concrete(SRC) vertical hybrid structures
Journal of Fuzhou University, 2006Co-Authors: Yang Yong, Zhang Zhi-weiAbstract:Together with two design examples of the transition story respectively to the steel reinforced Concrete-steel(SRC-S) vertical hybrid structures and steel reinforced Concrete-reinforced Concrete(SRC-RC) vertical hybrid structure according to the current design codes of SRC structures in our coun-try,the design procedures of transition story recommended by the design codes were presented in detail,and its shortages were also analyzed.Based on the experiment studies and researches achievement on the seismic performance of transition column of SRC vertical hybrid structures,some new advice and methods on seismic design of the transition story of vertical hybrid structures were presented.
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Comparisons on the Specifications for Design of Steel Reinforced Concrete Structures (I)
Journal of University of Science and Technology of Suzhou, 2005Co-Authors: Yang Yong, Usts SuzhouAbstract:In this paper the specifications for design of Steel Reinforced Concrete SRC structures adopted by foreign countries such as Japan USA were introduced at first And the two specifications for design of SRC structures in our country which are the Technical Specification for Steel Reinforced Concrete Composite Structures JGJ 138-2001/J 130-2001 and Specification for Steel-Reinforced Concrete Structures YB 9082-97 were analyzed in detail based on their compiling background.Discussions were focused on the calculation theory of bending and shearing capacity of SRC beams in the two specifications.The design methods and calculation steps for the two specifications were presented by means of a calculation example of the typical SRC beams.The work was helpful to engineering application of the two specifications in SRC structures design.
Lin-hai Han - One of the best experts on this subject based on the ideXlab platform.
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Performance of Steel-Reinforced Concrete-Filled Stainless Steel Tubular Columns at Elevated Temperature
International Journal of Structural Stability and Dynamics, 2018Co-Authors: Qing-hua Tan, Leroy Gardner, Lin-hai HanAbstract:Steel-Reinforced Concrete-filled stainless steel tubular (SRCFSST) columns combine the advantages of Concrete-filled stainless steel tubular (CFSST) columns and Steel-Reinforced Concrete (SRC) colu...
Ding Zi-wen - One of the best experts on this subject based on the ideXlab platform.
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CALCULATION METHOD FOR SHEAR RESISTANT CAPACITY OF STEEL REINFORCED Concrete WALLS
Engineering mechanics, 2007Co-Authors: Ding Zi-wenAbstract:Steel reinforced Concrete walls have been applied to many high-rise and super high-rise buildings because of their excellent seismic behavior. However,the study on the shear resistant capacity of steel reinforced Concrete wall is deficient,and the experiment that can be used for analysis is also not adequate. Several parameters of SRC walls were considered,and 16 specimens were designed and tested. Combined with experimental results of other researchers,the calculation formula for shear resistant capacity of SRC wall is studied in this paper. The formula provided by this article can calculate not only traditional steel reinforced Concrete wall,but also steel reinforced Concrete wall with middle steel skeleton. According to the comparison between experimental results and calculations,it is found that the formula coincides with the experimental results well.
Smith Architectural - One of the best experts on this subject based on the ideXlab platform.
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Monitoring and Analysis of Steel Reinforced Concrete Truss Transfer Storey
Journal of Logistical Engineering University, 2011Co-Authors: Yuan Zheng-qiang, Smith ArchitecturalAbstract:The construction monitoring to the steel reinforced Concrete truss transfer storey of a certain building in Guiyang is carried on,and the finite element analysis model of the structure with steel reinforced Concrete(SRC) transition truss by finite element analysis software ANSYS is established.Contrastive analysis of the finite element model for the factors of connection,composition, construction impact and so on is made,and the influence of these factors on the truss is confirmed.Combined with monitoring data during construction phase,the cause of the truss stress state is analyzed,and the foundation to accurately judge the situation of the project in service stage is laid.
