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

2006 Vol. 36, No. 12

Display Method:
FACTORS AFFECTING THAUMASITE FORM OF SULFATE ATTACK ON CEMENT-BASED MATERIAL
Gao Xiaojian
2006, 36(12): 1-4,33. doi: 10.13204/j.gyjz200612001
Abstract:
The limestone filler cement mortars with different mixing proportions were immersed into different sulfate solutions for one year,and their visual appearances, strength and mineral composition were measured at intervals.The results show that the resi...
RESEARCH ON DURABILITY OF STEEL FIBER REINFORCED CONCRETE IN TUNNEL
Lin Longbin
2006, 36(12): 5-8. doi: 10.13204/j.gyjz200612002
Abstract:
In large-scale engineerings the corrosion of materials has significant influence on the durability of structures,especially underground structures,such as subway tunnel.Therefore,it is important to understand and analyze correctly the reason and mech...
THE TIME-DEPENDENT CHLORIDE PERMEABILITY OF BLENDED CONCRETE
Hu Yanjun
2006, 36(12): 9-11,8. doi: 10.13204/j.gyjz200612003
Abstract:
An electrical conductivity method is employed to estimate the temporal dependence of the chloride permeability of blended concretes(fly ash,ground granulated blast-furnace slag,silica fume).The results show that a power law function is suited to desc...
STUDY OF CONCRETE UNDER DOUBLE ACTION OF SULFATE AND CIRCULATION OF FROST AND THAW
Chen Sili, Ning Baokuan, Hu Dawei
2006, 36(12): 12-15. doi: 10.13204/j.gyjz200612004
Abstract:
The experiments on corrosion of concrete were carried out under double action of sulfate and circulation of frost and thaw.The tests show that sulfate erosion and frost and thaw have evident influence on mechanical properties of concrete.Erosion rate...
TRANSPORT PROCESS OF CHLORIDE IN CONCRETE UNDER WET AND DRY CYCLES
Ji Yongsheng, Yuan Yingshu
2006, 36(12): 16-19,23. doi: 10.13204/j.gyjz200612005
Abstract:
The research shows that the rate of chloride transport in concrete under wet and dry cycles is rapider than that in saturated concrete.This means the mechanism of chloride transport process is different in different environments.The mechanism of chlo...
INVESTIGATION AND EVALUATION OF DURABILITY OF CONCRETE SUPPORTS OF PIPELINES NEARLY WITH 30 YEARS' SERVICE IN A CHEMICAL PLANT
Ge Yan, Zhu Xichang, Zhu Yaxian, Li Yan
2006, 36(12): 20-23. doi: 10.13204/j.gyjz200612006
Abstract:
It is introduced that investigation and evaluation of durability of concrete supports of pipelines nearly with 30 years' service in a chemical plant.It could be used as reference for design,construction,maintenance and management of similar structure...
ARCHITECTURE AND ENVIRONMENT OF FACTORY UNDER PRINCIPLE OF LOGISTICS PRIORITY
Peng Changxin
2006, 36(12): 24-27. doi: 10.13204/j.gyjz200612007
Abstract:
It is tried to discuss the basic principles of design of a woolen mill through the architectural design of the woolen mill(phase-Ⅰ) in Fuxin Industry Park,Heyuan,and it is also pointed out that the arrangement mode based on the storage and logistics ...
PLANNING AND DESIGN OF INDUSTRIAL FACTORIES IN SPECIAL TOPOGRAPHICAL CONDITIONS
Li Xue
2006, 36(12): 28-30,49. doi: 10.13204/j.gyjz200612008
Abstract:
It is explored the principle of planning and designing the industrial factories in special topographical conditions,by a brief introduction to the design of the new factory for Guangdong Lianri(Qingyuan) Textile Clothing Co.,Ltd.
NONLINEAR ANALYSIS OF STAGGERED SHEAR WALL STRUCTURE
Liu Jianxin, Wang Hongnan
2006, 36(12): 31-33. doi: 10.13204/j.gyjz200612009
Abstract:
A nonlinear FEM analysis model is set up based on the finite element analysis softwareANSYS.The staggered shear wall structure and the coupled shear wall structure are analyzed with this model.As compared with traditional shear wall structures,the st...
INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES
Meng Huanling, Shen Pusheng
2006, 36(12): 34-36,64. doi: 10.13204/j.gyjz200612010
Abstract:
With the increase in use of mega-frame structures,the main frame beam-column reasonable arrangement becomes the key problem of a design.The results of a 24-story mega-frame structure with 4-span was calculated by the universal finite element program ...
STRUCTURAL RELIABILITY ASSESSMENT OF FLOODABLE PUMP HOUSES
Xia Kaiquan, Long Lei, Xing Haijun
2006, 36(12): 37-40. doi: 10.13204/j.gyjz200612011
Abstract:
The pump house is an important infrastructure for thermal power plants.It directly affects the reliability of power system.Based on the structural characteristics,site inspections,structural analysis and remaining life estimation of the floodable pum...
ANALYSIS OF CRACKS IN BOTTOM SLAB OF EXTRA-LONG PRESTRESSED CONCRETE CONTINUOUS RIGID FRAME BRIDGE
Li Zhenxin, Li Xiaozhen, Li Jun, Guo Fengzhe
2006, 36(12): 41-43. doi: 10.13204/j.gyjz200612012
Abstract:
It is one of the defects that cracks occur in the bottom slab of an extra-long prestressed concrete continuous rigid frame bridge.There are many influence factors.By way of example of a bridge,the causes of cracks are analyzed by means of finite elem...
A MONITORING AND STUDY ON UP AND DOWN CONSTRUCTION METHOD FOR THE DEEP EXCAVATION OF BUILDING IN SHANGHAI LIAOCHUANGXING FINANCIAL CENTER
Li Yinhua, Lin Wenming, Tang Jun, Yu Shunguo, Liang Yongming
2006, 36(12): 44-49. doi: 10.13204/j.gyjz200612013
Abstract:
In a 170.10m high and 37-storey super-tall building with 3-storey podium,excavation depth of 22.4~28.4m and an area of 5 151m2 in Shanghai,based on the theoretical concept and experience,it is analyzed that a great deal of monitoring results for hori...
EFFECT OF OVER CONSOLIDATION RATIO ON COEFFICIENT OF STATIC EARTH PRESSURE
Yang Zhongyuan
2006, 36(12): 50-51,59. doi: 10.13204/j.gyjz200612014
Abstract:
It is determined that coefficient of static earth pressure is influenced by the increase of over consolidation ratio(OCR).When over consolidation ratio exceeds 2.5,the relationship of coefficient of static earth pressure and over consolidation ratio ...
BOUNDARY ELEMENT ANALYSIS OF STRESS AND DISPLACEMENT FIELD IN LAYERED SOIL
Yue Qiang, Xiao Hongtian, Li Bo
2006, 36(12): 52-55. doi: 10.13204/j.gyjz200612015
Abstract:
The boundary element method for the analysis of layered soil is presented using the fundamental solutions of three-dimensional multilayered solids.The generalized Kelvin basic solution and the boundary element method coupling,the boundary integral eq...
STUDY ON BEARING MECHANISM AND CRITICAL LENGTH OF RAMMED SOIL-CEMENT PILE
Guo Zhongxian, Zhang Yanjun
2006, 36(12): 56-59. doi: 10.13204/j.gyjz200612016
Abstract:
Based on the stress-strain relationship,the non-linear relationship between the shaft resistance and pile relative displacement of rammed soil-cement pile loading tests,through numerical analysis method,bearing mechanism and critical length of rammed...
PROGRESS ON FIRE RESISTANCE OF PRESTRESSED CONCRETE STRUCTURES
Xue Weichen, Zhang Shulu, Gong Chunyan
2006, 36(12): 60-64. doi: 10.13204/j.gyjz200612017
Abstract:
State-of-the-art of studies on fire resistance of prestressed concrete structures at home and abroad is summarized and analyzed systematically.The fire resistance of high-strength wires,strands and new type fiber reinforced plastic(FRP) tendons under...
STUDIES AND APPLICATION ON ANCHORAGES OF PRESTRESSED FRP TENDONS
Zhan Jiedong, Du Xiuli, Deng Zongcai
2006, 36(12): 65-68. doi: 10.13204/j.gyjz200612018
Abstract:
The study and application on anchorages of prestressed FRP tendons are introduced.It is mainly focused on the demands for prestressed FRP tendon-anchor systems and the achievements of anchorages.Finally advices for research and application of anchora...
EXPERIMENTAL STUDY ON AXIAL COMPRESSIVE STRENGTH OF LONG H-CFST
Wang Hongwei, Zhong Shantong
2006, 36(12): 69-72,27. doi: 10.13204/j.gyjz200612019
Abstract:
It has been done that axial compressive experiments on 11 long hollow concrete-filled steel tube(H-CFST) specimens,and analysed the influence of hollow ratio,slenderness ratio and sectional form on bearing capacity of long H-CFST,studied the deformed...
ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE
Huang Yi, Wang Yuanqing, Chen Hong, Shi Yongjiu
2006, 36(12): 73-75. doi: 10.13204/j.gyjz200612020
Abstract:
Light-weight steel multi-storey structures are widely used and developing rapidly all over the world.At the present time,much work on the study of the static behavior has been done,but the analysis of the dynamic properties is rare.Taking a specific ...
SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS
Fan Xiaoyan, Wang Henghua, Zhang Chongyang, Jiang Shilin, Gao Feng, Yuan Haitao
2006, 36(12): 76-79,82. doi: 10.13204/j.gyjz200612021
Abstract:
Based on the theoretics and experiment results,shear strength calculation formula of concrete-filled steel tube beam-column joints of tall buildings is presented.In the formula,not only the real forced state of joints is considered,but also the comba...
EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF STRESSED DIAPHRAGM FOR STEEL GABLED FRAME
Zhou Kui
2006, 36(12): 80-82. doi: 10.13204/j.gyjz200612022
Abstract:
It is presented experimental study on shear behavior of diaphragm assembly using V-840 profiled steel sheet.It is also compared the different effect of the stressed diaphragm action with purlins and without purlins and the experimental result indicat...
THE WHOLE COURSE ANALYSIS OF FAILURE BEHAVIOR OF TUBE-GUSSET JOINT IN STEEL TUBULAR TOWER
Guo Jian
2006, 36(12): 83-85,104. doi: 10.13204/j.gyjz200612023
Abstract:
The tube-gusset joint is widely applied in tall steel tubular tower,however there has been few study on this kind of joint.Combining a steel tubular tower from practical engineering,typical tube-gusset joints were analyzed and whole course analysis b...
EXPERIMENTAL STUDY ON T-REINFORCED CONCRETE BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS
Zhang Ke
2006, 36(12): 86-89,95. doi: 10.13204/j.gyjz200612024
Abstract:
The technology of strengthening reinforced concrete beams with prestressed CFRP sheets has become a hot spot of the research on adhesive strengthenings in recent years due to high efficient use of CFRP sheets' strength,and the change in the beams' pr...
THEORY OF PERFORMANCE-BASED REHABILITATION DESIGN WITH CARBON FIBER REINFORCED POLYMER
Zhang Kechun, Lu Zhoudao, Yuan Tingpeng, Wang Liguo
2006, 36(12): 90-92,99. doi: 10.13204/j.gyjz200612025
Abstract:
Combining the basic idea of performance-based design and strengthening design with carbon fiber reinforced polymer(CFRP),the theory of performance-based rehabilitation design with CFRP is presented in this paper.According to the theory,performance ob...
APPLICATION OF NON-DISPERSING CONCRETE TO REINFORCING THE POOL'S BOTTOM PLATES
Zhou Qian, Wu Fahong
2006, 36(12): 93-95. doi: 10.13204/j.gyjz200612026
Abstract:
The imitation test cubes were made in the water to test the mechanical properties of non-dispersing concrete with anti-dispersing agent,and the capability of bonding the non-dispersing concrete and the original concrete bottom plates.Using submerged ...
THE COLLISION AND FUSION OF THE CULTURE——THE INFLUENCES OF FOREIGN ARCHITECTURE UPON CHINESE ARCHITECTURE
Fu Ying, Li Jin
2006, 36(12): 96-99. doi: 10.13204/j.gyjz200612027
Abstract:
In the development of Chinese architecture,it has been influenced by foreign architectures in ancient and modern times in different ways.It is analysed the different expressions and characteristics of the influences of foreign architectures in differ...
CONVERSATION ON CROSSING TIME AND SPACE
Li Xianghui, Guan Ruiming
2006, 36(12): 100-104. doi: 10.13204/j.gyjz200612028
Abstract:
By unscrambling modern architect masters Louis Isadore.Kahn and Swiss architect Mario Botta's architecture thinking and works,it is analyzed that at the effect of Louis IKahn,Mario Botta made his own way in architecture,and it is also pointed out tha...