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

2007 Vol. 37, No. 11

Display Method:
ANALYSIS AND RESEARCH OF DIVERSE INDUSTRIAL ARCHITECTURE FORMS
Song Xiao-li, Sun Qing-jun
2007, 37(11): 1-4,8. doi: 10.13204/j.gyjz200711001
Abstract:
Along with the development of society, and the progress of technology, people no longer satisfies with the monotonous industrial architecture form, diversification becomes an inevitable trend.It is introduced that two extreme types of industrial arch...
DEVELOPMENT AND DESIGN OF THE IMAGE OF INDUSTRIAL ARCHITECTURE
Lin Jian, Li Qi
2007, 37(11): 5-8. doi: 10.13204/j.gyjz200711002
Abstract:
It is very important of the industrial architecture in the economic and urban development.Recently industrial architectures have developed quickly with many new characteristics.It is an important issue in reality to explore the image design of the in...
THE CONFORMITY OF THE FORM AND FUNCTION -THE PROGRAMMING AND ARCHITECTURAL DESIGN OF HOLLEY GROUP METER INDUSTRIAL GARDEN
Li Ning Ren, Jian-shi, Wang Jian
2007, 37(11): 9-11,24. doi: 10.13204/j.gyjz200711003
Abstract:
With the development of the modern industry, the design of the industrial architecture is accordingly developed. As an important type of industrial architecture, more and more concern is given to the design of an industrial garden.With the illustrati...
DESIGN CONCEPTION AND FEATURE OF MAIN BUILDING OF NO.3 PLANT OF SHANGHAI VOLKSWAGEN AUTOMOTIVE CO., LTD
Yang Fu-qiang, Rong Li-fang
2007, 37(11): 12-15. doi: 10.13204/j.gyjz200711004
Abstract:
With the continuously developing of production process, logistic organization, quality control and enterprise management level in a modern car manufacture factory, the requirements for shop building are also higher and higher.Based on the design prac...
PLANNING AND DESIGN OF GUANGZHOU LIKENG POWER PLANT BY INCINERATING REFUSES
Liu Hong-hong, Liao Li-jun
2007, 37(11): 16-19,31. doi: 10.13204/j.gyjz200711005
Abstract:
The comprehensive treatment of urban domestic refuses by principles of / no harm, decrement and reclamation0 has become the main trend.When selecting the site of an incinerator, whose needs should be met by the planning and design.Meanwhile attention...
REBUILDING AND REUSING INDUSTRIAL BUILDINGS FOR CITY REGENERATION -CONCEPT PLANNING FOR GUANGZHOU CEMENT FACTORY AREA
Zhu Zhi-jun, Zhu Yi-yi, Guo Guan-song
2007, 37(11): 20-24. doi: 10.13204/j.gyjz200711006
Abstract:
There was the first industrial estate in Liwan District of Guangzhou in 1930s, of which the cemen factory was the forerunner in latter-day industry development.Now, the area is near the developing downtown, how to continue the context of the city cul...
RENEWAL AND PLANNING DESIGN OF TIANJIN TRACTOR FACTORY AREA
Cao Ying, Yang Jin-peng
2007, 37(11): 25-28. doi: 10.13204/j.gyjz200711007
Abstract:
Based on pointing out the necessity of renewing the industrial areas in a city ( RIAIC), it is expounded systematically the immediate significance, the method and tactics, the design concept of sustainable development of the drive by planning of RIAI...
STANDARDIZEDMULTISTORY MILL BUILDINGS -THE ONLY ROAD TO DEVELOP INDUSTRIAL MILL BUILDINGS IN A DEVELOPMENT AREA
Zhang Hong-bo, Gu Yan
2007, 37(11): 29-31. doi: 10.13204/j.gyjz200711008
Abstract:
The construction of a development area must take the road of intensive land, thus the standardized multistory mill buildings are the necessary road of developing the industrial mill buildings in high tech development areas.The multistory mill buildin...
DESIGN AND CONSTRUCTION OF MULTI STOREY LOOM MILL BUILDINGS
Shen Ren, Chen Xi-rong, Xu Mao-ye
2007, 37(11): 32-33,60. doi: 10.13204/j.gyjz200711009
Abstract:
It is explored that the new ideas of designing and constructing multi storey mill buildings without windows on condition of less cultivable land in China, by way of reforming No.3 National CottonMill in Wuxi.As a result, more land will be saved and m...
3-D SEISMIC RESPONSE ANALYSIS OF R.C.FRAME-BENT STRUCTURE
Bai Xiao-hong, Bai Guo-liang, Wu Tao
2007, 37(11): 34-37. doi: 10.13204/j.gyjz200711010
Abstract:
It is proposed an integral model to analyze the seismic response of a large-scale thermal power plant s main building with frame-bent in the transverse direction and frame-shear wall in the longitudinal direction under three certain seismic waves.The...
STIFFNESS CALCULATION OF ARBITRARY REINFORCED CONCRETE CROSS SECTIONS BASED ON ISOPARAMETRIC ELEMENT THEORY
Li Hao, Diao Bo
2007, 37(11): 38-41. doi: 10.13204/j.gyjz200711011
Abstract:
Through coordinate transformation corresponding to the isoparametric element theory, calculation of an abnormal element in Cartesian coordinate system is converted to a regular element in natural coordinate system.Applying this finite element techniq...
THE PUSHOVER ANALYSIS AND OPTIMIZATION OF ENERGY DISSIPATION MECHANISM FOR CHEVRON BRACING COMPOUND STRUCTURE
Wang Xin-ling, Yang Jian-zhong, Zhang Yan, Bi Shu-ping
2007, 37(11): 42-46. doi: 10.13204/j.gyjz200711012
Abstract:
Based on Pushover analysis, the new chevron bracing compound structure would be studied for seismic fortification properties.The compound structure satisfies seismic requirements of 9 seismic fortification intensity and anticollapse of rare earthquak...
SOME PROBLEMS ON CALCULATION OF LOCAL COMPRESSION LOAD BEARING CAPACITY AND PLACING OF INDIRECT REINFORCEMENT IN END ZONE OF PRESTRESSED CONCRETE
Zhao Jun-wei, Zheng Wen-zhong
2007, 37(11): 47-52. doi: 10.13204/j.gyjz200711013
Abstract:
Failure phenomena and failure mechanism of concrete local compression are elaborated.Calculation methods of local compression load bearing capacity are analyzed.Some problems in actual calculations are brought forward as well as the consideration rel...
DISCUSSION ON DESIGN PROBLEMS OF OVER-LONG CONCRETE STRUCTURES
Wang Chun-wu
2007, 37(11): 53-56. doi: 10.13204/j.gyjz200711014
Abstract:
For design and construction of over-long concrete structures, some problems are discussed.These include analysis methods of structural internal force due to concrete shrinkage and difference in temperature, limit state design methods considering indi...
MODEL TEST OF PILE-SOIL-CAP NONLINEAR WORKING MECHANISM
Li Xiong-wei, Jiang Gang, Zai Jin-min, Wang Xu-dong
2007, 37(11): 57-60. doi: 10.13204/j.gyjz200711015
Abstract:
Through the series model tests of single pile, raft and single pile with cap, the conclusion that the influencing depth of additional stress is determined by the dimension of the raft and the characteristic of the soil is drawn; the strengthening or ...
NUMERICAL ANALYSIS OF CONSOLIDATION BEHAVIOR OF COMPOSITE GROUNDWITH UNDRAINED PILES UNDER EMBANKMENT
Yang Tao, Li Guo-wei
2007, 37(11): 61-63,93. doi: 10.13204/j.gyjz200711016
Abstract:
Numerical simulation analysis of consolidation of composite ground with undrained piles under embankment is performed with finite element method.Consolidation characteristics of this kind of composite ground are studied systematically, through compar...
STUDY ON DYNAMIC RESPONSE OF MID PILLAR OF SHALLOWUNDERGROUND STRUCTURE
Wang Pei-lin, Chen Shang-he, Tao Lian-jin, Bian Jin
2007, 37(11): 64-67. doi: 10.13204/j.gyjz200711017
Abstract:
The Great Hanshin earthquake in Japan brought serious damage to subway station, and the damage was caused by the collapse of mid pillar.It indicates that mid pillar is the weak part in terms of aseismic design of shallow underground structure.The int...
RESEARCHES ON DISTRIBUTION OF FRICTIONAL RESISTANCE AND EFFECTIVE LENGTH OF FLEXIBLE PILE UNDER RIGID FOUNDATION
Qi Le, Shi Jian-yong
2007, 37(11): 68-70,84. doi: 10.13204/j.gyjz200711018
Abstract:
composite ground can be widely used in the improvement of soft foundation, but the mechanism is incomplete, the distribution of frictional resistance should be researched in detail.Based on vertical displacements equality between pile and surrounding...
EXPERIMENT ON SHEAR PROPERTY OF NEWAND OLD CONCRETE BONDING WITH PLANTING STEEL
Zhang Lei-shun, Guo Jin-jun
2007, 37(11): 71-73. doi: 10.13204/j.gyjz200711019
Abstract:
The shear experiment on new and old concrete bonding interface planted with reinforced bar is presented.Three different planting steel types are considered which are expanding cement bonding, ethoxyline resin bonding and preloaded steel.The regulatio...
EFFECTOF STEEL FIBER TYPE ON CONCRETE BENDING PROPERTIES
Wang Cheng-qi
2007, 37(11): 74-76,114. doi: 10.13204/j.gyjz200711020
Abstract:
:Mill-cut, hooked end and straight-round steel fibers were used, whose effects on concrete were experimentally studied.The results show that the bending strengths of till-cut, hooked end and straight-round steel fiber concretes are respectively incre...
EXPERIMENTAL STUDY ON THE LONGITUDINAL CRACKS DUE TO STEEL CORROSION IN CONCRETE BEAMS IN ATMOSPHERIC ENVIRONMENT
Shen De-jian, Wu Sheng-xing
2007, 37(11): 77-80. doi: 10.13204/j.gyjz200711021
Abstract:
Experimental study on the longitudinal cracks of 41 corroded reinforcement concrete beams in atmospheric environment is carried out.The concrete cover depth and stress state of the beams have great effect on the longitudinal cracks.It is difficult fo...
EXPERIMENTAL STUDY ON RC COLUMN REINFORCEDWITH UNBONDED HIGH-STRENGTH STRANDS
Zhang Xin, Liang Ru-ming, Wei He, Ye Lie-ping
2007, 37(11): 81-84. doi: 10.13204/j.gyjz200711022
Abstract:
Even if structure, especially reinforced concrete columns, is not destroyed in the earthquake effect, but the residual deformations may be very large and there will be gigantic economic losses.The unbonded high-strength strand used in the concrete co...
RESEARCH ON RESTORING FORCE MODEL OF STEELCONCRETE COMPOSITE BEAMS
Jiang Li-zhong, Yu Zhi-wu, Cao Hua, Liu Zhong-wu
2007, 37(11): 85-87,96. doi: 10.13204/j.gyjz200711023
Abstract:
According to the test results of seismic resistant performance of five stee-l concrete composite beams under cyclic point concentrated loads, it was analyzed that the yield load and deflection, ultimate load and deflection, as well as, the flat load,...
STABILITY ANALYSIS OF THE LARGE SIZED THIN WALLED TUBES MEMBERS SUBJECTED TO BENDING
Pan Han-ming, Guo Yan-lin, Liang Shuo, Liang Wei-sheng, Pei Sheng-xing, Wang Le-wen
2007, 37(11): 88-90. doi: 10.13204/j.gyjz200711024
Abstract:
The forced behavior of large sized thin walled tubes members subjected to bending is analyzed by nonlinear finite element.The influence of several factors on stability capacity of these members subjected to bending is taken into account. Thus accordi...
RENEWAL METHOD OF CABLE STIFFNESS FOR INITIAL SHAPE ANALYSIS OF STRING BEAMS
Dai Na-xin, Huang Dong-yang, Guo Jian
2007, 37(11): 91-93. doi: 10.13204/j.gyjz200711025
Abstract:
There will be a greater difference between the working state after applying prestress and the set-out size of the members for a string beam structure due to its nonlinear characteristics.Using FEM the stiffness matrix of a cable element is replaced c...
HEALTH MONITORING SYSTEM FOR OVERBRIDGE STRUCTUREOF A STEELWORKS
Cao Zhong-min, Li Ai-qun, Han Xiao-ling, Du Dong-sheng, Xiao Chun-ping, Zhao Zhao, Ji Xin-qiang, Mao Ai-ling, Shi Zhen-cang
2007, 37(11): 94-96. doi: 10.13204/j.gyjz200711026
Abstract:
The health monitoring system for overbridge of a steelworks is designed and implemented by employing the design method proposed by authors.Firstly, the monitoring item of the health monitoring is determined.Then the type, location and performance of ...
DESIGN AND RESEARCH OF THE STRUCTURE OF A SIGHT CABLE SUSPENSION BRIDGE ON THE JIAN RIVER
Meng Chao, Xin Ke-gui, Zhang Chong-hou, Ye Zhen-xiang, Liu Guo-quan
2007, 37(11): 97-98,103. doi: 10.13204/j.gyjz200711027
Abstract:
It is introduced the design and research of the structure of a sight cable suspension bridge including determination of the loads, calculating of the structure and structure design.Especially it is discussed in detail the spatial cable and shuttle sh...
SENSITIVITY ANALYSIS OF BEARING CAPACITY OF FASTENER-STYLE STEEL TUBULAR FORMWORK SUPPORT
Nie Xin, Jiang Ao-yu, Huang Wei, Jin Wei-liang
2007, 37(11): 99-101. doi: 10.13204/j.gyjz200711028
Abstract:
:Failure of fastener-style tubular steel formwork is one of the key issues faced in safe construction at present.In order to provide the basis for the working-out Technical Rule for Steel Tubular Formwork Support with Couplers in Building Constructio...
THE STRESS ON CALCULATION FORMULA IN CODE FOR DESIGN OF STEEL STRUCTURE
Jiang De-jin, Chen Shao-fan
2007, 37(11): 102-105. doi: 10.13204/j.gyjz200711029
Abstract:
An analyzing the defects in the Chinese Code for Design of Steel Structure and a comparison Chinese code with Eurocode and AISC code and relevant advises are given.
SAFETY EVALUATION AND STRUCTURE STRENGTHEN FOR A DYEING FACTORY BUILDING SUBJECTED TO FIRE DISASTER
Liang Fa-yun, Lu Li
2007, 37(11): 106-108,115. doi: 10.13204/j.gyjz200711030
Abstract:
The damages of a dyeing factory subjected to fire disaster were described.Safety situation of the building was evaluated according to the relative codes.Some problems on the examination and safety evaluation of prestressed concrete structure were dis...
STUDY ON IMPROVING METHODS FOR HIGH MASONRY U-SHAPED ABUTMENT
Dong Qian, Wang Cheng
2007, 37(11): 109-112. doi: 10.13204/j.gyjz200711031
Abstract:
Masonry U-shaped high abutment is a widely adopted structural form in western mountainous area.The partial cracks of regulation destroy often take place under the effect of earth fill and vehicle loading.In order to study the destruction mechanism of...