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

2008 Vol. 38, No. 12

Display Method:
THE PRESTRESSING CONTROL TECHNOLOGY OF CABLE NET CURTAIN WALLS
Du Yankai, Tong Weimin, Qin Jie, Li Guoli, Qian Yingxin
2008, 38(12): 1-4. doi: 10.13204/j.gyjz200812001
Abstract:
Cable net curtain wall is a new structural style.The prestressing construction is one of the most critical links of a curtain wall project. According to the study on the prestressing construction techniques of several typical cable net curtain wall p...
PRESTRESS CONSTRUCTION TECHNOLOGY OF THE 11th NATIONAL GAMES TRAINING STADIUM AND MATING FACILITIES——NO.4 BUILDING
Si Bo, Qin Jie, Qian Yingxin, Li Guoli, Zhou Guangen
2008, 38(12): 5-7. doi: 10.13204/j.gyjz200812002
Abstract:
The 11th National Games training stadium and mating facilitiesNo.4 building are one of the venues for the 11th National Games,for which large-span string truss structure is used. The accumulation of sliding by block is also used for the project. It i...
THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME
Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Tekky I. Budisetia
2008, 38(12): 8-11. doi: 10.13204/j.gyjz200812003
Abstract:
The stadium is built for 2008 Indonesian countrywide game.The cable stayed grid structure is used for the stadium.The designd tensile force is gained from the calculation software of Midas/Gen. And the simulation calculation is carried out in detail ...
THE PRESTRESS CONSTRUCTION TECHNOLOGY OF A BEAM STRING STRUCTURE FOR BEIJING NORTH STATION
Shen Bin, Qin Jie, Li Guoli, Qian Yingxin, Yang Zhiming
2008, 38(12): 12-14,25. doi: 10.13204/j.gyjz200812004
Abstract:
The multifunctional report hall for Beijing North Station is a one-way beam string structure. A lot of construction simulation and plan demonstration are carried out. A truss is installed and the cable is tensioned to 70 percentage of the design forc...
THE CONSTRUCTION TECHNOLOGY OF THE BEAM STRING STRUCTURE FOR XIAMEN INTERNATIONAL CONFERENCE & EXHIBITION CENTER
Xu Ruilong, You Deqing, Qin Jie, Jiang Zhenyan
2008, 38(12): 15-17. doi: 10.13204/j.gyjz200812005
Abstract:
The roof structure system of the Xiamen Conference and Exhibition Center is a beam string structure,its prestressing construction is very difficult. A minute description of the prestressing construction plan is given. Some first-phase preparations su...
THE CONSTRUCTION TECHNOLOGY OF THE BEAM STRING STRUCTURE AND THE CABLE NET CURTAIN WALL FOR F3 BUILDING IN BEIJING FINANCE STREET
Li Mei, Du Yankai, Qin Jie, Li Guoli, Qian Yingxin, Zhao Qingli
2008, 38(12): 18-21. doi: 10.13204/j.gyjz200812006
Abstract:
F3 building is located at No.3 land block of F district in Beijing Finance Street. One-way beam string structure is used for the roof of the atrium while two-way single-layer cable net curtain wall is used for both sides of its roof. The specialized ...
THE CONSTRUCTION TECHNOLOGY OF GYMNASIUM IN NORTHEAST NORMAL UNIVERSITY
Lv Liqing, Tong Weimin, Qin Jie, Li Guoli, Han Peng
2008, 38(12): 22-25. doi: 10.13204/j.gyjz200812007
Abstract:
A prestressed system of space steel structure was used for the gymnasium in Northeast Normal University. It was further demonstrated the successful use of this technology to the project from the prestressing construction simulation and its constructi...
THE STRUCTURAL DESIGN AND CONSTRUCTION OF THE SUSPENDED-CABLE STRUCTURE FOR THE DAY-LIGHTING CEILING OF JINSHA SITE
Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Ge Jiaqi
2008, 38(12): 26-29. doi: 10.13204/j.gyjz200812008
Abstract:
The suspended-cable structure is used for the day-lighting ceiling of jinsha site. The structural configuration is a modern design. Structural design and analysis of form-finding are carried out using ANSYS 10.0.The structural forms,member cross sect...
RESEARCH ON THE REINFORCED METHOD OF EXTERNAL PRESTRESSING IN BEIJING WORKERS' STADIUM
Si Bo, Qin Jin, Qian Yingxin, Li Guoli, Xu Ruilong
2008, 38(12): 30-32,21. doi: 10.13204/j.gyjz200812009
Abstract:
Beijing Workers' Stadium was reinforced for the first time in 1986,after long application and effect of temperature stress,there were some cracks on partial inclined beams near the joints of beam and column. For the second reform,external prestressin...
THE MULTIPLE VALUE AND PROTECTING WAYS OF INDUSTRIAL HERITAGE REGION
Hao Jun, Sun Zhaoyang
2008, 38(12): 33-36. doi: 10.13204/j.gyjz200812010
Abstract:
It was analysed the multiple value of an industrial heritage region. It was also introduced the reformation of the foreign industrial heritage regions and protecting ways. Which provided some references for the protection,planning and design of indus...
THE EXPLORATION AND PRACTICE OF INDUSTRIAL PARKS UNDER THE CONCEPTION OF SUSTAINABLE DEVELOPMENT
Wang Yi, Chen Jing
2008, 38(12): 37-40. doi: 10.13204/j.gyjz200812011
Abstract:
Planning and construction of industrial parks play a crucial role in a city's sustainable development. It is explored that study the industry rooted nurturing faced with by the planning of an ecological park,sustainable buildings,design,which is put ...
DISCUSSION ON VERTICAL DEFORMATION DIFFERENCE OF TALL R.C. BUILDINGS
Guo Jianfei
2008, 38(12): 41-43,68. doi: 10.13204/j.gyjz200812012
Abstract:
According to a discussion on the vertical loading and creep,it was elaborated the effect of vertical deformation difference of a structure on internal force redistribution,it was analysed the differences between the different vertical loadings,applic...
PUSHOVER ANALYSIS OF LARGE-SPAN PRESTRESSED CONCRETE FRAME STRUCTURE
Guo Hongxia, Chen Yingbo, Lu Zhean, Ma Guangyue
2008, 38(12): 44-48. doi: 10.13204/j.gyjz200812013
Abstract:
Lately,the static pushover analysis has become a simplified computer method for evaluating aseismic capacity of a structure. It is reviewed that the basic principles and methods of the static pushover analysis.Its main calculation procedure are summa...
LATERAL PERFORMANCE OF THE MAIN STRUCTURE OF CORE-TUBE SUSPENDED VIBRATION ABSORPTION SYSTEM
Tu Yongming, Lv Zhitao, Zhang Jiwen, Chen Jie, Qian Yang
2008, 38(12): 49-53. doi: 10.13204/j.gyjz200812014
Abstract:
The lateral performance of the main structure of core-tube suspended vibration absorption system is analyzed. The results show that the lateral displacement when considering coupling effect will possibly be twice as that without coupling effect consi...
SHEAR CAPACITY OF CONNECTIONS OF POST-CASTED BEAMS CONNECTED WITH CONCRETE COLUMNS
Zhang Pei, Pan Jinglong
2008, 38(12): 54-59. doi: 10.13204/j.gyjz200812015
Abstract:
A total of 9 tests were conducted on three kinds of full scale beam-column connections,including tooth-grooved connection,sticking steel plate welded angle iron connection and roughened interface with inserting bent-up bars connection. It was confirm...
RESEARCH ON SHEAR CAPACITY OF YIELD HINGE REGIONS OF REINFORCED CONCRETE SHEAR WALL
Wen Baojun, Liang Xingwen, Hou Lina
2008, 38(12): 60-64. doi: 10.13204/j.gyjz200812016
Abstract:
Based on the previous experimental research,the shear mechanism of yield hinge regions of the reinforced concrete shear wall is studied by a truss-arch model. It is brought in the effective coefficient of concrete strength with considering the axial ...
COORDINATION BETWEEN THE MINIMUM REINFORCEMENT RATIO AND CRACK CONTROL OF CONCRETE AXIAL TENSION MEMBERS
Qu Wenjun, Tan Yanfang
2008, 38(12): 65-68. doi: 10.13204/j.gyjz200812017
Abstract:
In the process of concrete structure design,minimum reinforcement ratio and crack width are two requirements needing to be satisfied simultaneously. An axial tension member in a project is analyzed to indicate that the advised value of the minimum re...
EXPERIMENTAL STUDIES ON THE PORE WATER PRESSURE OF MUNICIPAL SOLID WASTE
Liu Rong
2008, 38(12): 69-71. doi: 10.13204/j.gyjz200812018
Abstract:
The results from the consolidated drained triaxial compression tests on the municipal solid waste (MSW) with four kinds of compositions,have shown the relation curves of pore water pressures and times and axial strains. The pore water pressures that ...
APPROXIMATE DISPLACEMENT SOLUTION FOR NON-HOMOGENEOUS SOIL MASS SUBJECTED TO A CIRCULAR VERTICAL UNIFORM LOAD
Liu Yuyi, Yang Qin, Wang Xudong, Zai Jinmin
2008, 38(12): 72-75. doi: 10.13204/j.gyjz200812019
Abstract:
The approximate displacement solution has been provided for non-homogeneous soil mass,whose elastic modulus increases linearly with depth,which is subjected to a circular of vertical uniform load. The accuracy of this solution has been verified throu...
NUMERICAL SIMULATION OF A FILLED SLOPE STABILITY ON SOFT SOIL ROADBED REINFORCED BY GRAVEL PILE USING PFC2D
Wu Xiaojiang, Li Zhigao
2008, 38(12): 76-79. doi: 10.13204/j.gyjz200812020
Abstract:
Usig the basic theory of particle flow code (PFC),based on PFC2D procedure of the discrete unit method,it is established a model of soft soil particle flow to simulate the contact stress field and displacement field of the filled slope of a soft soil...
STUDY ON THE NEW PRECAST CIRCULAR-PLATE PILE CAP IN THE CFG PILE COMPOSITE FOUNDATION OF HIGH-SPEED RAILWAY
Tu Yongming, Zhang Jiwen, Zeng Juncheng
2008, 38(12): 80-83. doi: 10.13204/j.gyjz200812021
Abstract:
The field tests on new precast circular-plate pile caps in the CFG pile composite foundation of high-speed railway were carried out. The results show that the bearing capacity of pile caps is dependent on their flexural behavior. The flexural cracks ...
STUDY ON THE DURABILITY DESIGN METHOD OF CONCRETE STRUCTURE UNDER CARBONATION ON THE BASIS OF RELIABILITY
Lv Qingfang, Jin Weiliang
2008, 38(12): 84-87. doi: 10.13204/j.gyjz200812022
Abstract:
The durability design method of concrete structure under carbonation is studied based on structure reliability in this article. First the durability limit state and the reliability target are defined corresponding to carbonation. Second the failure p...
EXPERIMENTAL STUDY ON THE MECHANICAL PERFORMANCE OF CORRODED REINFORCEMENT CONCRETE BEAMS IN ATMOSPHERIC ENVIRONMENT
Shen Dejian, Wu Shengxing
2008, 38(12): 88-91. doi: 10.13204/j.gyjz200812023
Abstract:
Experimental study on 9 corroded reinforcement concrete beams with cantilevers at both supports in atmospheric environment is carried out. It is easier for the stirrup to corrode than longitudinal steel bars. Plane sections of corroded R.C. beams bef...
ANALYSIS ON ULTIMATE CAPABILITY OF REINFORCED CONCRETE FRAME IN UNIFORM FIRE
Xu Haisheng, Wang Xiuxin
2008, 38(12): 92-95. doi: 10.13204/j.gyjz200812024
Abstract:
The stress,strain and internal forces in possible destroyed sections of reinforced concrete members in fire are analyzed and the ultimate bearing capability program is compiled. The method of numerical calculation is proposed and the section ultimate...
EXPERIMENTAL STUDY ON COMPRESSIVE RESILIENT MODULUS OF POLYPROPYLENE FIBER REINFORCED CEMENT STABILIZED MACADAM
Liu Chenghui, Zhang Peng, Li Qingfu
2008, 38(12): 96-98,123. doi: 10.13204/j.gyjz200812025
Abstract:
Based on plenty of experiment results,the effect of curing period of specimens,volume content of polypropylene fiber and cement content on compressive resilient modulus of cement stabilized macadam is analyzed,and the corresponding influencing rules ...
EXPERIMENTAL RESEARCH ON BOND PROPERTY BETWEEN CARBON FIBER AND SELF-COMPACT CONCRETE
Wang Zhaoyu, Xun Yong, Wang Hongxia, Li Yushou
2008, 38(12): 99-101,87. doi: 10.13204/j.gyjz200812026
Abstract:
The influence rules of some factors,such as initial bond length of fiber,surface impregnating treatment of fiber,prestressing force on bond performance were studied on the basis of pull-out tests.The tests results show that with initial bond length i...
STUDY ON SEISMIC ANALYSIS METHODS OF PRE-TENSIONED STEEL ROOFS
Ren Junchao, Zhang Qilin
2008, 38(12): 102-105. doi: 10.13204/j.gyjz200812027
Abstract:
In this paper,a rectangular unit of steel roof in Zhengzhou International Conference Exhibition Center is taken as example and the response spectrum method and time-history method are respectively adopted to explore seismic performances. Geometry non...
REINFORCEMENT AND CONSTRUCTION MONITORING OF A STRUCTURE AFTER FIRE
Chen Dachuan, Hu Haibo
2008, 38(12): 106-109. doi: 10.13204/j.gyjz200812028
Abstract:
According to reinforcement and construction of a structure after serious fire,the inspection result and reinforcement methods are introduced,and the force acting on the structure in construction process is analyzed based on the monitoring data of str...
CALCULATION AND ANALYSIS OF REINFORCED CONCRETE(RC) BENT FRAME WITH COLUMNS REMOVED
Zhang Zhiqiang, Zhang Ke, Zhao Feng, Li Bo
2008, 38(12): 110-112. doi: 10.13204/j.gyjz200812029
Abstract:
It was presented the use of virtual column method to the calculation of RC bent frames with columns removed according to the apprasial of a large metallurgical mill building; it was also analyzed the changes in the internal forces and displacement,as...
EXPERIMENTAL RESEARCH ON BEHAVIOR OF CFRP-REINFORCED TIMBER COLUMNS
Zhu Lei, Xu Qingfeng
2008, 38(12): 113-116. doi: 10.13204/j.gyjz200812030
Abstract:
Ten timber columns strengthened with CFRP strips and AFRP bars were tested and effective factors such as shape and layer of CFRP strips,layout of AFRP rods were studied. The ultimate load-bearing capacities of timber columns with CFRP strips are incr...
REINFORCING RETAINING WALL ON UNSTABLE SLOPE UNDER DOUBLE DYNAMIC LOADING
Zhang Huaijing, Wang Jielin
2008, 38(12): 117-119,105. doi: 10.13204/j.gyjz200812031
Abstract:
In Taian City of Shandong Province,the retaining wall of Gaoyupu Cross Bridge on No.205 National Highway is located on an unstable slope subjected to double dynamic loading,one is the vehicles running on the highway on the top of the slope,and the ot...
FEASIBILITY AND DESIGN METHOD OF PASSIVE SOLAR HOUSE IN NORTHWEST AREA
Fu Yawei, Wang Guanhu[WT], Liu Zhiqun, Liu Wei
2008, 38(12): 120-123. doi: 10.13204/j.gyjz200812032
Abstract:
Starting from the theory and concept of solar house,it was analyzed the feasibility and design method of passive solar house. Which were expounded from the economy,use of energy sources and status of buildings in northwest area,it was also pointed ou...
THE ROLE OF ARCHITECTURAL CULTURE HERITAGE PROTECTION IN THE DEVELOPING OF FUTURE ARCHITECTURE
Wang Dong, Ding Chang
2008, 38(12): 124-126. doi: 10.13204/j.gyjz200812033
Abstract:
With the development of society,economy and culture,architectural culture is developing and the field of architecture is expanding gradually. What is the development orientation of architecture and what role will architectural culture heritage protec...