Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report

2013 Vol. 43, No. 3

Display Method:
STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR STUB COLUMN(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION
Wang Qingli, Hou Tingting, Li Qinggang, Wang Yue
2013, 43(3): 1-7. doi: 10.13204/j.gyjz201303001
Abstract:
The static performance of the axially compressed high-performance concrete filled steel tubular stub columns was investigated in order to provide foundation for drawing the relative code of Liaoning Province.On the basis of experimental study on 18 s...
STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR STUB COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY
Wang Qingli, Li Ruilin, Li Qinggang, Wang Yue
2013, 43(3): 8-12. doi: 10.13204/j.gyjz201303002
Abstract:
Distributions of stresses and strains of steel tube and concrete for high-performance concrete filled steel tubular stub column were investigated,it was found that longitudinal stress of concrete at mid-height cross-section distributed uniformly arou...
STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION
Wang Qingli, Liu Xiaochen, Li Qinggang, Wang Yue
2013, 43(3): 13-17,29. doi: 10.13204/j.gyjz201303003
Abstract:
The static performance of the high-performance concrete filled steel tubular flexural members were investigated in order to provide foundation for drawing the relative code of Liaoning Province.On the basis of experimental study on 18 specimens(the c...
STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY
Wang Qingli, Wu Jun, Li Qinggang, Wang Yue
2013, 43(3): 18-23. doi: 10.13204/j.gyjz201303004
Abstract:
Distributions of stresses and strains of steel tube and concrete for high-performance concrete filled steel tubular flexural members were investigated.Study on interaction forces between steel tube and concrete indicated that the circular steel tube ...
STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION
Yin Xiaodong, Li Qinggang, Wang Qingli
2013, 43(3): 24-29. doi: 10.13204/j.gyjz201303005
Abstract:
The static performance of the high-performance concrete filled steel tubular beam-columns were investigated in order to provide foundation for drawing the relative code of Liaoning Province.On the basis of experimental study on 18 specimens(the cubic...
STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY
Yin Xiaodong, Li Qinggang, Wang Qingli
2013, 43(3): 30-35,7. doi: 10.13204/j.gyjz201303006
Abstract:
Distributions of stresses and strains of steel tube and concrete for high-performance concrete filled steel tubular beam-column were investigated.Study on interaction forces between steel tube and concrete indicated that confinement force located at ...
PLANNING STUDY ON THE CULTURAL AND CREATIVE INDUSTRIAL PARKS IN THE CONTEXT OF INDUSTRIAL HERITAGE REUSE
Xie Dixiang, Chen Huiqi, Deng Yawen
2013, 43(3): 36-39,107. doi: 10.13204/j.gyjz201303007
Abstract:
The industrial heritage is a very unique cultural resources,it is equally important significance in its reuse and protection.Reuse of industrial heritage takes many forms,in recent years planning and construction of a cultural and creative industrial...
THE STUDY ON PLANNING AND ARCHITECTURAL DESIGN OF BUSINESS PARK'S UPGRADE AND UPDATE,AGAINST THE BACKGROUND OF 'THREE-OLD' REFORMING
Zhu Xuemei, Jiang Haiyan, Xie Dixiang, Zhong Honghui
2013, 43(3): 40-43,51. doi: 10.13204/j.gyjz201303008
Abstract:
Combined with the promotion and implementation of polices of three-old reforming.it was investigated how to plan,design and improve the land-use-efficiency,as well as expand the space,improve facilities and beautify the campus environment for modern ...
RESEARCH ON DESIGN AND CONTROL OF ROOF FORM OF URBAN BUILDINGS
Zhang Mu, Hong Zaisheng, Li Xiaojuan, Liu Jianfeng
2013, 43(3): 44-47,23. doi: 10.13204/j.gyjz201303009
Abstract:
As one of the key parts of a construction,roof form is considered to be of great importance to design of buildings.With the development of technology,material and aesthetics,the design of the roofs modern buildings has become much more characteristic...
ANALYSIS OF ENERGY-SAVING RESEARCH ON PLANTING ROOFS BOTH AT HOME AND ABROAD
Ning Qiao, Gao Hui, Zhang Zhenyuan
2013, 43(3): 48-51. doi: 10.13204/j.gyjz201303010
Abstract:
With the development of planting roof in China,its energy-saving research is promoted in depth.According to the comparison of typical cases of the planting roof energy-saving researches at home and abroad,it was discussed the research work in China.I...
EXPERIMENT STUDY AND NUMERICAL SIMULATION ANALYSIS OF METAL ALLOY BRACE
Xu Weibing, Yan Weiming, Chen Yanjiang, Li Yong, Huang Feihong
2013, 43(3): 52-56. doi: 10.13204/j.gyjz201303011
Abstract:
Lead extrusion damper is widely used in the seismic control of structures for its large initial stiffness,high yield strength and good energy dissipation capacity.But as the lack of the research and analysis of the lead,there are more or less differe...
THE NEAR-FIELD SEISMIC VERTICAL AND HORIZONTAL RESPONSE SPECTRA AND DESIGN SPECTRA
Yin Jiang, Hu Qigao, Li Peng
2013, 43(3): 57-60,66. doi: 10.13204/j.gyjz201303012
Abstract:
Based on 30 sets of acceleration records of near-field earthquake,the influence of vertical effect of near-field earthquake on the vertical and horizontal response spectra displacement demand of structures was studied in detail.Statistical analysis s...
EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF LOAD-BEARING WALL WITH COMPOUND INSULATION CONCRETE BLOCKS
Xu Ming, Peng Zhu, Chen Zhongfan
2013, 43(3): 61-66. doi: 10.13204/j.gyjz201303013
Abstract:
A new set of compound masonry blocks that feature heat preservation has been designed and a new wall construction method has been proposed.Walls applied with this method have a heat-preserving layer on the outside of their ring beams and construction...
EFFECTS OF LAYERS AND FLOOR HEIGHT ON QUANTITY OF SHEAR WALLS IN TALL BUILDINGS
Hu Kongpeng, Chen Daozheng
2013, 43(3): 67-70. doi: 10.13204/j.gyjz201303014
Abstract:
Based on the calculation and analysis of engineering examples by finite element structural software SATWE it was studied effects of layers and floor height in tall shear walls structure on quantity of shear walls,and obtained some reference suggestio...
EFFECT OF SOIL GRAIN COMPOSITION ON SOIL ELECTRICAL RESISTIVITY
Zha Fusheng, Liu Songyu, Du Yanjun, Cui Kerui
2013, 43(3): 71-74. doi: 10.13204/j.gyjz201303015
Abstract:
Soil electrical resistivity is one of the fundamental physical property parameters of soil,and is closely related to the properties of physical,mechanical parameters and microstructure characteristics of soils.A systemic experimental study was carrie...
RUPTURE ANALYSIS OF SHAFT LINING IN THE DEEP ALLUVIUM CONSIDERING THE THERMAL STRESS
He Pengli
2013, 43(3): 75-78. doi: 10.13204/j.gyjz201303016
Abstract:
In order to analyze the influence of vertical stress of various loads that caused the rupture of vertical shaft wall in the deep alluvium,the vertical stress components in the shaft wall were analyzed,which were produced by the thermal effect,self-we...
RESEARCH ON THE SECONDARY DEVELOPMENT OF ELASTO-PLASTIC CONSTITUTIVE MODEL IN STRAIN SPACE OF FLAC3D
Zhang Huabin, Wang Zhiyin, Ran Lina
2013, 43(3): 79-83,74. doi: 10.13204/j.gyjz201303017
Abstract:
Based on the theory of strain space,the numerical computational scheme was proposed for Mohr-Coulomb constitutive relation,by using different plastic potential function(M-C associated criteria and D-P non-associated criteria),and the key technologies...
EFFECTS OF ADDING BASALT FIBER ON BOND PROPERTIES BETWEEN DEFORMED BAR AND CONCRETE
Hu Xinguo, Zhu Han
2013, 43(3): 84-87. doi: 10.13204/j.gyjz201303018
Abstract:
The bond properties between basalt fiber concrete and deformed bar were researched.There were two kinds of fiber length,and four kinds of volume fraction.The plain concrete without basalt fiber was designed for comparison.The bond stress vs.slip curv...
EXPERIMENTAL STUDY ON ADIABATIC TEMPERATURE RISE OF HIGH PERFORMANCE SELF-COMPACTING CONCRETE FOR MARINE STRUCTURE
Wang Chengqi, Zhuang Hua, Zhang Yueran, Chen Kewei, Wang Dongdong
2013, 43(3): 88-92,155. doi: 10.13204/j.gyjz201303019
Abstract:
By using fly ash,slag powder,limestone powder and silica fume,high performance self-compacting concrete for marine structure was developed and the shrinkage of high performance self-compacting concrete for marine structure was emphatically studied.Ex...
ORTHOGONAL EXPERIMENT RESEARCH ON MIX RATIO OF C30 SELF-COMPACTING CONCRETE IN URUMQI
Chen Bo, Liu Qing, He Yuanye
2013, 43(3): 93-96. doi: 10.13204/j.gyjz201303020
Abstract:
The raw materials used in Urumqi area were used to prepare C30 self-compacting concrete,nine sets of tests were done by the method of orthogonal experiment,it was analysed the effect of the blending quantity of the mineral,water cement ratio,sand rat...
WHOLE FRAME EXPERIMENTAL STUDY ON JOINT STIFFNESS OF STEEL TUBULAR SCAFFOLD WITH COUPLERS BASED ON DISPLACEMENT BACK ANALYSIS THEORY
Chen Anying, Guo Zhengxing
2013, 43(3): 97-102. doi: 10.13204/j.gyjz201303021
Abstract:
The bolt connection joint of steel tubular scaffold with couplers is a kind of typical semi-stiffness connection;the stiffness is directly related to the tightening moment.The innovative lateral resistance of whole frame was designed based on the obj...
ANALYSIS OF THE OPTIMIZATION OF UNDERPINNING FRAME IN BUILDING RELOCATION BY SLIDING
Hong Ying, Wang Yunchuan
2013, 43(3): 103-107. doi: 10.13204/j.gyjz201303022
Abstract:
To explore the reasonable form of underpinning frame in the building relocation by sliding,ANSYS software was used to build a model of frame structure building moved by sliding,and then compared impact of eight different forms of underpinning frame o...
PROPOSED DESIGN METHOD OF COMBINED CONNECTIONS WITH BOLTS AND LONGITUDINAL WELDS FOR STEEL STRUCTURES
Shi Yongjiu, Wang Lei, Wang Yuanqing, Bai Runshan, Ma Jiansuo, Li Minfeng
2013, 43(3): 108-112. doi: 10.13204/j.gyjz201303023
Abstract:
The combined connection with welds and bolds can be widely used in reinforcing the joint in steel structure.In this paper,a proposed design method of combined connection with bolts and longitudinal welds was given based on the tests and finite elemen...
EXPERIMENTS AND INFLUENCE PARAMETERS ANALYSIS OF NEW TYPE OF THIN-WALLED SQUARE STEEL TUBE BEAM-COLUMN JOINT
Xu Bin, Yao Yong, Deng Yongjun, Chen Daiguo, Wang Haijun, Yang Yalong
2013, 43(3): 113-119. doi: 10.13204/j.gyjz201303024
Abstract:
A direct welding connection way is usually used for the thin-walled steel tube beam-column joint,it will lead to a brittle fracture in the joint region and also reduce the node plastic deformation ability.Based on the way of scattering the welding,an...
THE PUSHOVER ANALYSIS OF MEGA STEEL FRAME-CABLE BRACING STRUCTURE
Tang Baijian, Peng Xiaolong, Shao Jianhua
2013, 43(3): 120-124. doi: 10.13204/j.gyjz201303025
Abstract:
For studying failure mode and structural anti-seismic performance of the original mega steel frame-cable bracing structure,the pushover analysis was applied by two different lateral loading patterns of inverted triangle and uniform distribution in th...
EXPERIMENTAL STUDY ON BRICK WALLS STRENGTHENED WITH SIDED LATTICED STEEL PLATE
Zhang Guangtai, Yu Xiaojun
2013, 43(3): 125-128. doi: 10.13204/j.gyjz201303026
Abstract:
Pseudo-static test of four walls with aspect ratio of 0.7 and 1.75 was carried out to study the improvement of seismic performance of sided latticed steel plate reinforced brick masonry wall,the wall failure characteristics and bearing capacity and d...
DESIGN OF BRBS IN SEISMIC RESTROFITTING OF THE CLASSROOM BUILDING IN A PRIMARY SCHOOL
Gao Peng, Ye Xianguo, Xu Qing
2013, 43(3): 129-132,78. doi: 10.13204/j.gyjz201303027
Abstract:
Buckling-restrained-brace(BRB) shows the same load deformation behavior in both compression and tension,it can be both a lateral force resistant and energy dissipation component.Based on the characteristics of school building and BRB mechanical behav...
REINFORCEMENT DESIGN FOR 300 t CONVERTER'S HIGH-RISE FRAME OF A STEEL MILL BUILDING
Li Maoxin, Zhang Haojun, Shi Zhilong, Yuan Dongbing, Zhang Yi, Zen Qing
2013, 43(3): 133-137. doi: 10.13204/j.gyjz201303028
Abstract:
For the converter's high-rise frame of the large main furnace building,its structural system is very complex.So it's very difficult to reinforce it.Combined a steel mill building,it was researched its loading,structure model,the reason of crack,reinf...
THE INSPECTION AND REINFORCEMENT ON THE STEEL TRUSS OF A BELT TRANSPORT CORRIDOR
Yang Jue, Zheng Qizhen, Han Mingfei
2013, 43(3): 138-141,124. doi: 10.13204/j.gyjz201303029
Abstract:
Belt transport corridor is an industrial building in the more common structure form.Along with the increase of the service time,there are many problems in the steel truss,such as corrosion damage,deformation etc.On the basis of a belt transport corri...
FOUNDATION DESIGN OF A SUPER HIGH-RISE BUILDING WITH ENLARGED BASE
Wang Chao, Luo Xiaoyong
2013, 43(3): 142-146. doi: 10.13204/j.gyjz201303030
Abstract:
A super high-rise building was located in Jiangyin with a height of 243 m.It was adopted the frame-corewall structural system and pile raft foundation.The main building,podium and pure basement were connected together underground without any deformat...
STRUCTURE ANALYSIS & DESIGN OF A MULTIFUNCTIONAL CORRIDOR IN AUTOMOBILE MANUFACTORY
Qiu Peng
2013, 43(3): 147-152. doi: 10.13204/j.gyjz201303031
Abstract:
Based on the design of a 442 m-long multifunctional corridor in an automobile manufactory,it was discussed the form selection and the mechanical behavior of the large-span steel truss of multiple-story which was applicable in such complex industrial ...
ARTISTIC EXPRESSION OF INDUSTRIAL BUILDINGS:DESIGN OF GRAIN RESERVE PROCESSING CENTER IN GUANGZHOU CITY
Wang Zuyuan, Guo Chanjiao
2013, 43(3): 153-155. doi: 10.13204/j.gyjz201303032
Abstract:
Taking the project of Guangzhou Grain Reserve Processing Center for example,and by means of study on facade treetment of industrial buildings for grain reserve and processing,it was explored the possibilities for strengthening enterprise images in th...
CULTURE,CONTEXT:PLANNING AND ARCHITECTURAL DESIGN OF YONGCHANG COUNTY CULTURAL CENTER
Chen Cong, Liu Tao
2013, 43(3): 156-158. doi: 10.13204/j.gyjz201303033
Abstract:
It was launched a discussion on conception,style of Yongchang County Cultural Center;coordination with Gelaofu building in the same base and architectural function to meet the requirements of designs.It was also presented the schemes of planning and ...