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

2010 Vol. 40, No. 7

Display Method:
APPLICATION OF SUSTAINABLE DEVELOPMENT STRATEGY IN THE DESIGN OF INDUSTRIAL ARCHITECTURE: TAKING THE DESIGN OF WUHAN SUNIC LASER INDUSTRIAL PARK FOR EXAMPLE
Xie Hongjie, Tang Wenjian, He Chengpeng
2010, 40(7): 1-3. doi: 10.13204/j.gyjz201007001
Abstract:
Taking the design of Wuhan Sunic Laser Industrial Park for example, the thesis discussed the application of design strategy of sunstainable development in the design of industrial architecture. It also proposed the design method to carry out the desi...
PLANNING AND DESIGN OF MODERN MEDICINE FACTORY AREA BASED ON GMP STANDARD:JIAOZHOU NEW FACTORY AREA OF QINGDAO DAYUAN PHARMACEUTICAL CO. ,LTD
Xu Qiang
2010, 40(7): 4-6. doi: 10.13204/j.gyjz201007002
Abstract:
The paper introduces the concept of pharmaceutical GMP standard as well as its influence on the planning of modern medicine factory area and its architecture design. By combining with project practice, the paper also analyses and researches the plann...
TECHNOLOGICAL,PARK-LIKE,HUMANIZATION:PLANNING AND DESIGN OF HEFEI MEIYA PHOTOELECTRIC INDUSTRIAL PARK
Liu Xiaofeng
2010, 40(7): 7-9,70. doi: 10.13204/j.gyjz201007003
Abstract:
By way of reviewing the planning and design procedure of Hefei Meiya Photoelectric Industrial Park, it has been proposed the cunception of developing a modern industrial park with technological, park-like and humanization thoughts, and also explored ...
PLANN APPROACH OF LOCAL INDUSTRIES GARDEN:TAKING THE PLANNING OF MACHINOFACTURE INVENTION PARK IN ZUNHUA CITY FOR EXAMPLE
Jia Huixian, Peng Ying, Zhu Yiqian
2010, 40(7): 10-13. doi: 10.13204/j.gyjz201007004
Abstract:
It was expounded the planning ideas of an industrial park, as well as explored its development strategy and pattern, and also the implementation strategy of the planning, according to the planning of machinofacture invention park in Zunhua city.
HARMONY AND UNIFICATION OF PUDONG INTERNATIONAL AIRPORT HANGARS
Zheng Yingping
2010, 40(7): 14-16. doi: 10.13204/j.gyjz201007005
Abstract:
Engineering designs of three aircraft hangars in Shanghai Pudong International Airport, i. e. China Eastern Airlines hangar, STARCO hangar, and BSAS hangar have been summarized in this paper. Functionality and building engineering design involved in ...
THE ARCHITECTURAL DESIGN OF HEAVY CAST STEEL WHEEL WORKSHOP
Zhao Xueying, Lin Yang
2010, 40(7): 17-18. doi: 10.13204/j.gyjz201007006
Abstract:
This paper introduces the design characteristics and ideas of the cast steel wheel workshop. Several problems in the design of modern industrial buildings are resolved, including the planar layout, facade design, ventilation, lighting and architectur...
THE DESIGN OF MODERN MEDICINE INDUSTRY BUILDINGS
Zhuang Xu
2010, 40(7): 19-23,84. doi: 10.13204/j.gyjz201007007
Abstract:
The progress of the processing technology, the discovery of new processing technique and rule, the use of new materials, and the appearance of the ideas for the sustainable development of the medicine manufacture lead to the development of the design...
THE MEMORY OF CITY:WITH THE YUXIANG SPINING FACTORY IN CHANGSHA AS THE CASE
Xu Jianhe, Wang Jun, Yan Jun
2010, 40(7): 24-27. doi: 10.13204/j.gyjz201007008
Abstract:
Laying stress on recovering historic appearance of buildings and exhibiting their original historic state, this project appropriately utilizes the original building and gives the rational division and reorganization of indoor spaces.It is expected to...
THE INVESTIGATION ON GREEN TREND OF INDUSTRIAL BUILDINGS’OUTER SPACES
Chen Muchuan
2010, 40(7): 28-30. doi: 10.13204/j.gyjz201007009
Abstract:
Industrial buildingsoutside spaces are the integral part of an urban space. It has been done that various researches on industrial buildingsoutside spaces by architects, which have been guided by people-oriented concept.It had been got wide acceptanc...
EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE
Bai Xiaohong, Bai Guoliang
2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010
Abstract:
Because of the eccentricity and irregularity of the frame-bent structure for an industrial workshop, based on the prototype of the principal workshop of a thermal power plant, the spatial computational model of integral structure was established, mod...
COMPARISON OF FORCE-BASED SEISMIC DESIGN METHOD WITH DISPLACEMENT-BASED SEISMIC DESIGN METHOD
Wu Jiwei
2010, 40(7): 36-41. doi: 10.13204/j.gyjz201007011
Abstract:
A 8-story reinforced concrete frame structure is designed by using the force-based seismic design method.Then, the performance of frame structure is divided into three levels: serviceability, life-safety, and collapse protection. The three levels are...
STATIC-DYNAMIC ANALYTICAL METHOD IN ENERGY-DISSIPATED DESIGN OF HIGH-RISE SHEAR-WALL STRUCTURES
Huang Ruixin, Li Aiqun, Zhang Zhiqiang, Zhao Gengwen
2010, 40(7): 42-46. doi: 10.13204/j.gyjz201007012
Abstract:
A 19-story shear-wall structure in Suqian, Jiangsu Province is analyzed abiding by static-dynamic analytical method, which is combined with nonlinear static analysis of 3d model and nonlinear time history analysis based on flexure shear storey model....
THE FACTORS INFLUENCING RELIABILITY OF POLE AND TOWER STRUCTURES
Li Yingmin, Zheng Nina, Zhao Jing, Li Yanmin, Xiao Hongwei
2010, 40(7): 47-51. doi: 10.13204/j.gyjz201007013
Abstract:
Because the application of UHV transmission line is still in exploration stage worldwide, there are no national codes and professional technical regulations of design for such structures. Based reliability theory, referencing design method of technic...
ANALYSIS OF PILE IN CONSIDERATION OF PLASTIC INTERACTION BETWEEN PILE AND SOIL
LüFanren, Yin Jiming, Jin Yaohua, Yao Rong
2010, 40(7): 52-55,41. doi: 10.13204/j.gyjz201007014
Abstract:
The ground was assumed to be elastic. The differential equation was built and solved by finite difference method in consideration of plastic slip between pile and soil. The numerical example agrees well with the field measurement. Continuity of the s...
THE CHANGE IN HORIZONTAL STRESS OF SOILS DURING K0 LOADING-UNLOADING
Luo Yaowu, Ling Daosheng, Chen Yunmin, Hu Qi
2010, 40(7): 56-58,90. doi: 10.13204/j.gyjz201007015
Abstract:
The K0 loading-unloading tests for sand, saturated silt and silty clay were conducted, using the JCY consolidation apparatus, then the v-h relationships during the tests were described by K0 loading-unloading model.The parameters of K0 loading-unload...
STUDY ON JOINT BENDING STIFFNESS AND INFLUENCING FACTORS OF METRO SHIELD TUNNELING LINING
Zhou Haiying, Chen Tingguo, Li Lixin
2010, 40(7): 59-61,122. doi: 10.13204/j.gyjz201007016
Abstract:
Based on joint load test of lining segment, the change regularity of the different factors influencing the bending stiffness of a longitudinal joint was studied, and then the calculation formula for the bending stiffness of longitudinal joint was ded...
TEST AND RESEARCH ON THE BEARING BEHAVIOR OF RECTANGULAR DIAPHRAGM WALL
Zhao Kai, Gong Weiming, Xue Guoya
2010, 40(7): 62-66. doi: 10.13204/j.gyjz201007017
Abstract:
The vertical and lateral load test on rectangular diaphragm wall was introduced. By the constrastive analysis of axial force transfer, the exerting degree of shaft resistance and end bearing capacity between the part of the wall under the load case a...
EXPERIMENTAL RESEARCH OF THE AXIAL COMPRESSION CONCRETE COLUMNS REINFORCED WITH CFRP
Gong Yongzhi, Zhang Jiwen, Jiang Lizhong, Tu Yongming
2010, 40(7): 67-70. doi: 10.13204/j.gyjz201007018
Abstract:
The axial compression characteristics are studied in the experiments of five CFRP tendons reinforced concrete columns. The influences of the distance between CFRP hoops and the contributions of CFRP tendons on the bearing capacity of the columns were...
EXPERIMENTAL INVESTIGATION OF TENSILE BEHAVIOR OF HIGH PERFORMANCE CONCRETE AT EARLY AGES
Jiang Chenhui, Shen Wanyue, Jiang Libin
2010, 40(7): 71-74,126. doi: 10.13204/j.gyjz201007019
Abstract:
Direct tensile behaviors of HPC with 3 different mix proportions at the age of 3 d were investigated with self-designed testing rig in this paper. The results of the present study can be drawn as follows: a) testing rig developed in this study effect...
CONCRETE SURFACE CHLORIDE ION CONCENTRATION VARYING WITH HEIGHT IN MARINE ENVIRONMENT
Hu Di, Zhao Yuxi, Gong Qihe, Jin Weiliang
2010, 40(7): 75-79. doi: 10.13204/j.gyjz201007020
Abstract:
Chloride ion is the main reason that impacts the durability of reinforced concrete structures in marine environment, while the surface chloride concentration of concrete structures is one of the most important factor influencing the transport process...
RESEARCH ON DESIGN OF MIX PROPORTION AND METHOD OF CONSTRUCTION FOR STEEL FIBER SHOTCRETE
Zhou Mei, Gao Hongjiang, Cao Qikun
2010, 40(7): 80-84. doi: 10.13204/j.gyjz201007021
Abstract:
In this paper the technology of steel fiber shotcrete suitable to the support of large cavity is proposed by laboratory and field experiments. The selection of materials for steel fiber shotcrete and design of its mix proportion are discussed and the...
NONLINEAR FEM ANALYSIS OF SEISMIC BEHAVIOR OF L-SHAPED CONCRETE-FILLED STEEL TUBULAR COLUMN
Zhang Jicheng, Shen Zuyan, Zhou Haijun
2010, 40(7): 85-90. doi: 10.13204/j.gyjz201007022
Abstract:
To study the seismic behavior of L-shaped concrete-filled steel tubular column, based on experimental study and stress strain relationship of the core concrete of L-shaped concrete-filled steel tubular column subjected to low cyclic loading, nonlinea...
EXPERIMENT AND SIMULATION ANALYSIS OF BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE BEAM
Liu Xiang, Wu Yongbo
2010, 40(7): 91-94,104. doi: 10.13204/j.gyjz201007023
Abstract:
It has been studied and simulated that 6 pure bending of concrete-filled steel tubular members with the ratio of width and thickness being greater than 55. It has also been studied that the forced behavior and influencing factors of the steel tube co...
ULTIMATE CAPACITY OF AXIALLY-LOADED RECTANGULAR CFT STUB COLUMNS
Long Yueling, Cai Jian, Huang Yansheng
2010, 40(7): 95-99. doi: 10.13204/j.gyjz201007024
Abstract:
A new method is proposed for calculating ultimate capacity of axially loaded rectangular CFT stub columns. Compared with the previous methods, the method considers the difference between concrete confinement effect provided by broad faces and that pr...
EXPERIMENTAL STUDY ON BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM
Yao Guohuang, Huang Yongjun, Zheng Xiaoying, Xu Wenjie, Pan Donghui, Sun Suwen
2010, 40(7): 100-104. doi: 10.13204/j.gyjz201007025
Abstract:
A new type of concrete-filled steel tube (CFST) column-RC beam joint was presented in this paper. In the CFST column-RC beam connecting zone, the out steel tube of CFST column locally opened with rectangular hole and stiffened, the longitudinal reinf...
SOME COMPREHENSIONS AND DISCUSSION ON "CODE FOR SEISMIC DESIGN OF BUILDINGS" AND "TECHNICAL SPECIFICATION FOR CONCRETE STRUCTURES OF TALL BUILDINGS"
Huang Yonggui
2010, 40(7): 105-109. doi: 10.13204/j.gyjz201007026
Abstract:
This paper discusses some problems of Code for Seismic Design of Buildings and Technical Specification for Concrete Structures of Tall Buildingsthat are often encountered by designers, those problems are not specified clearly in the codes. The relati...
STRUCTURAL DESIGN OF ENLARGED-STOREY AND EXTENSION FOR AN EXISTING RC FRAME STRUCTURE
Li Yongguo
2010, 40(7): 110-113. doi: 10.13204/j.gyjz201007027
Abstract:
In this paper, the structural design of enlarged-storey and extension for an existing RC frame structure is introduced. It is analyzed and discussed that determining of structural scheme, controlling of difference in subsidence between new pile found...
STUDY ON BEARING CAPACITY OF REINFORCED AND STRENGTHENED TRANSMISSION TOWER
Han Junke, Yang Jingbo, Yang Fengli, Li Zhenbao
2010, 40(7): 114-117,131. doi: 10.13204/j.gyjz201007028
Abstract:
Due to the fact that because of the maximum design wind speed is low and without considering the height variation factor of wind pressure, the tower in operation is usually damaged and collapsed by the strong wind. It is a serious threat to the safe ...
TEST OF FOUNDATION REINFORCEMENT OF OPERATIONAL SUBSTATION BY DEVELOPING SMALL-SCALE PILE DRIVER
Yang Min, Gao Gonglue
2010, 40(7): 118-122. doi: 10.13204/j.gyjz201007029
Abstract:
The settlement of the foundation on the soft ground would affect the normal operation and safety of the substation. The existing reinforcing methods and machinery can't work in the high-voltage fields. For a 220kV substation on the sea sediment found...
THE TREATMENT OF WALL CRACKS CAUSED BY CONSTRUCTION DE-WATERING
Cheng Linlin, Jia Qiang
2010, 40(7): 123-126. doi: 10.13204/j.gyjz201007030
Abstract:
Due to the construction de-watering in the vicinity river , several cracks appearced in an brick and reinforced concrete building and the first floor balcony had unequal settlement , these are mainly previous cracks, the maximum width of the cracks i...
DISCUSSION ON LOCALIZATION ROAD OF CHINESE ARCHTECTURES:SOME ENLIGHTENMENTS FROM BAKER'S WORKS
Guo Junming, Yang Jian
2010, 40(7): 127-131. doi: 10.13204/j.gyjz201007031
Abstract:
There are some misconceptions in understanding of vernacular architetcures. Attention is paid to the form but the influences of local climate and natural environment are ignored; it is not understood how to express truly in the choice of materials an...