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

2004 Vol. 34, No. 8

Display Method:
BRIEF ANALYSIS OF ECO-PLANNING OF INDUSTRIAL AREAS
Yang Peifeng
2004, 34(8): 1-3,24. doi: 10.13204/j.gyjz200408001
Abstract:
Aiming at the phenomenon of the current false ecological industrial areas, the theoretical basis for the ecoplanning of the industrial areas was expounded. Combined the city planning discipline characteristics, the contents and emphasis of the eco-pl...
BREAKTHROUGH OF "BOX"PATTERN:REVIEW OF PLURALISTIC TREND OF CONTEMPORARY INDUSTRIAL ARCHITECTURE DESIGN
Fu Zhiqian
2004, 34(8): 4-10. doi: 10.13204/j.gyjz200408002
Abstract:
Based on review of industrial architecture creations under the effect of modernism, and analysis of the contemporary pluralistic industrial architectures, the pluralistic trend of contemporary industrial ar chitectures in the world is recognised. And...
APPROACH TO GENERAL LAYOUT DESIGN TO ECOLOGICAL ENVIRONMENTAL CONSERVATION OF FACTORIES
Xie Lihui, Ou Mingxian, Chen Lei
2004, 34(8): 11-13,21. doi: 10.13204/j.gyjz200408003
Abstract:
The compositions and characteristics of a factory environment, and the effect of the factory on its environment are analyzed. And the significance of the factory. s general layout design to the factory ecoenvironment protection and the susteinable de...
COMPREHENSIVE OPTIMUM SEEKING METHOD OF ATTRIBUTE MATHEMATICS AND HIERARCHY FOR INDUSTRIAL BUILDING SCHEME
Su Wei, Wang Jing
2004, 34(8): 14-16,18. doi: 10.13204/j.gyjz200408004
Abstract:
An analytic model combining attribute mathematics and setting value statistic and analysis of hierarchy has been established.The model can be used for the comprehensive appraisement and optimum seeking for an industrial building scheme from a number ...
INVESTIGATION ON AIRFLOW DISTRIBUTION IN SPACE OF INDUSTRIAL ARCHITECTURE
Huang Jihong, Mao Qingxi, Yu Huili
2004, 34(8): 17-18. doi: 10.13204/j.gyjz200408005
Abstract:
In this paper, the regularities and characteristics of airflow in space of industrial architecture are investigated,and the reasonable airflow distribution for industrial architecture and its affect factors are also discussed, which provide a theoret...
MASTER PLAN DESIGN FOR BEIJING GUANGDA PHARMACEUTICAL PLANT
Du Chang'an
2004, 34(8): 19-21. doi: 10.13204/j.gyjz200408006
Abstract:
It is briefly described that the features of the master plan design for Beijing Guangda Pharmaceutical Plant and the technical specification requirements for pharmaceutical industry.
EXPLORATION OF DETAILED DESIGN OF COMPREHENSIVE BUILDING FACADE FOR ZHONGZHOU BRANCH OF CHINA ALUMIUM CORPORATION LIMITED
Chen Fenxia, Zhou Fan, Hao Junhong
2004, 34(8): 22-24. doi: 10.13204/j.gyjz200408007
Abstract:
Most of the architectural designs overweight the form and structure, and neglect the detailed design for the appearance of the building to a certain degree, thereby such kinds of designs make the appearance of the building being devoid of the charact...
THOUGHTS FOR THE RECONSTRUCTION OF OLD INDUSTRIAL BUILDINGS LOCATED AT THE SOUTH BANK OF SUZHOU RIVER
Huang Yiping, Han Bin, Xu Feng, Yang Haiyan
2004, 34(8): 25-27,50. doi: 10.13204/j.gyjz200408008
Abstract:
Starting with the reconstruction of old industrial buildings located on south bank of Suzhou River, the authors put forward some questions about inheritance and development of humanistic history, cultural circumstance, and city imagebuilding,which sh...
WIND TUNNEL TEST OF WIND LOAD CHARACTERISTICS OF A MEGASTRUCTURE
Jia Bin, Wang Ruheng, Wang Qinhua
2004, 34(8): 28-30. doi: 10.13204/j.gyjz200408009
Abstract:
By means of wind tunnel test, the wind actions on a uniform rectangle megastructure were studied.The reasonable distribution law of wind loading on the surface of a building could be obtained, meanwhile the wind pressure of the big vestibule was anal...
EXPERIMENTAL STUDY ON BEHAVIORS OF UNBONDED PRESTRESSED CONCRETE BEAMS REINFORCED WITH CARBON FIBER REINFORCED PLASTICS BARS
Zhang Peng, Deng Yu, Wei Shuying, Zhu Jian
2004, 34(8): 31-32,58. doi: 10.13204/j.gyjz200408010
Abstract:
One kind of CFRP bars produced in China is used to replace normal steel reinforcing bars in unbonded prestressed concrete beams and the corresponding anchorage devices are developed at the same time. Experimental studies on behaviors, prestressing lo...
PREDICTION OF EXCESS PORE WATER PRESSURE RESULTED FROM STATIC PRESSED PILE AND TIME-DEPENDENT PILE ULTIMATE BEARING CAPACITY
Zai Jinmin, Wang Wei, Wang Xudong, Qi Kejun, Zhang Yunjun
2004, 34(8): 33-35. doi: 10.13204/j.gyjz200408011
Abstract:
Time and depth are adopted to analyse excess pore water pressure caused by static pressed pile in soft clay, and a 3D analytical formula is achieved. Based on the effective stress principle and according to dissipation of excess pore water pressure, ...
ANALYSIS OF COUPLING RESPONSE OF PIPELINE-SOIL SYSTEM WITH CHANGING PARAMETERS UNDER TRAFFIC LOADS
Wu Xiaogang, Zhang Tuqiao, Yang Yulong, Li Xun
2004, 34(8): 36-37,69. doi: 10.13204/j.gyjz200408012
Abstract:
The parameters of the pipeline- soil system have the dynamic character under the impetus loads. So the Eular-Bernoulli elastic beam model under traffic loads is set up. Firstly, the analytic solution of the coupling response considering the changing ...
EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES
Lu Hailin, Sun Chengfang, Yue Lin
2004, 34(8): 38-40. doi: 10.13204/j.gyjz200408013
Abstract:
Through an experimental research on thirty specimens of steel reinforced concrete and steel fiber reinforced concrete (SFRC)two-pile thick cap of 1∶5 model ratio, the main factors that influence the ultimate bearing capacity of SFRC two-pile thick ca...
EXPERIMENTAL STUDY ON DRYING SHRINKAGE PROPERTY OF SMALL CONCRETE HOLLOW BLOCK WALL
Zhou Jin, Chen Ming, Jin Weiliang, Ye Jiachun
2004, 34(8): 41-43. doi: 10.13204/j.gyjz200408014
Abstract:
The property of expansion and drying shrinkage of small concrete hollow blocks is one of the main causes that results in cracks of a block building; and people have attached importance to their harm. Tests were conducted with walls of the same dimens...
EFFECT OF ADMIXTURES ON THE PERFORMANCE OF CEMENT AND CONCRETE
Mo Xiangyin, Wang Keyu
2004, 34(8): 44-46,61. doi: 10.13204/j.gyjz200408015
Abstract:
At 80 e curing condition, alkali aggregate reaction expansion could be long- term effectively inhibited by Li2CO3 at the alkali content of 21 5%. Also, the higher the alkali reactivity of the aggregate was, the better the inhibiting effect of Li2CO3 ...
CALCULATION OF RELIABILITY OF EXISTING MEMBERS FOR CONCRETE STRUCTURES
Shao Jinsong, Liu Weiqing
2004, 34(8): 47-50. doi: 10.13204/j.gyjz200408016
Abstract:
Concepts about admitting carbonation depth and admitting corrosion rate and dynamic reliability of members for concrete structures are presented on the basis of the analysis for the influence of carbonation of concrete and reinforcement corrosion on ...
EXPERIMENTAL STUDY ON ANCHORING BEHAVIOR OF EXTERNALLY PRESTRESSED PARTIALLY BONDED SYSTEM
Guo Jiantong, Wang Hairu, Yuan Jiaqiang, Qiu Delong, Li Xiaoming
2004, 34(8): 51-52,35. doi: 10.13204/j.gyjz200408017
Abstract:
A full-size model test of bonding behavior as carried out according to the strengthening a continuous box girder bridge with partially bonded anchoring system; the anchoring behavior of the system and the action of the anchor-bearing plate were also ...
THE FINITE ELEMENT METHOD AND EXPERIMENTAL STUDY ON MODEL ANALYSIS OF THE ELASTICALLY SUPPORTED PLATFORM STRUCTURE
Zuo Zhongjie, Chen Liu, Yu Weixiong, Lou Yu, Liu Weiqing
2004, 34(8): 53-55. doi: 10.13204/j.gyjz200408018
Abstract:
The model analysis of the design of large platform structure shall not be ignored.An actual example of testing table for impedance of some academy has been studied by use of dynamic finite element program.A primary analysis of the model and harmonic ...
ANALYSIS METHOD OF INTERACTION BETWEEN FOUNDATION EXCAVATION AND ADJACENT BUILDING
Wang Mingbo
2004, 34(8): 56-58. doi: 10.13204/j.gyjz200408019
Abstract:
A analysis method is provided for interaction between foundation excavation and adjacent building. Some problems and their treating measures are discussed in the process of constructing a building.
THE DESIGN OF DOUBLE-LAYER MEMBRANE STRUCTURE OF NSFC
Yang Weiguo, Na Xiangqian, Ma Jian
2004, 34(8): 59-61. doi: 10.13204/j.gyjz200408020
Abstract:
It is introduced that the process of membrane structure design of NSFC, including the shape finding analysis, load analysis, cutting design of membrane. The steel structure design and the joints design of a cable and a membrane are also discussed in ...
INFLUENCE OF CONCRETE COMPACTION ON THE BEHAVIOR OF CONCRETE-FILLED STEEL RHS(RECTANGULAR HOLLOW SECTION) STUB COLUMNS
Yang Youfu, Han Linhai
2004, 34(8): 62-65. doi: 10.13204/j.gyjz200408021
Abstract:
Tests on sixteen concrete-filled steel RHS(Rectangular Hollow Section) stub columns were reported. The main objective was to investigate the influence of concrete compaction on the section capacities and modulus of concrete-filled steel RHS stub colu...
THEORETICAL AND EXPERIMENTAL RESEARCH ON NONLINEAR BEHAVIOUR OF STEEL FRAMES SUBJECTED TO FIRE
Jiang Shouchao, Li Guoqiang, Ye Qiling
2004, 34(8): 66-69. doi: 10.13204/j.gyjz200408022
Abstract:
Introducing the concept of unbalanced forces between internal forces and external loads, an approach for analysis of nonlinear response of steel frames subjected to fire is developed.The actual temperature elevation of structures in real fires can be...
RESEARCH ON SECTION MOMENT-CURVATURE RELATIONSHIP CURVES OF STEEL TUBE CONFINED HIGH-STRENGTH CONCRETE MEMBERS
Qian Jiaru, Wang Gang, Zhao Zuozhou, Kang Zhao
2004, 34(8): 70-72,89. doi: 10.13204/j.gyjz200408023
Abstract:
Bending tests of twelve steel tube confined high strength concrete elements have been carried out. Flexural behavior of the steel tube confined high strength concrete element was investigated. The strip method was adopted to calculate the section mom...
STRUCTURAL ANALYSIS AND DESIGN OF MEMBRANE STRUCTURES
Wu Yue, Xu Chuanxi
2004, 34(8): 73-77. doi: 10.13204/j.gyjz200408024
Abstract:
Due to the unique mechanics characters, the analysis and design process of membrane structure is quite different from traditional structures. In this paper, some key problems of membrane structure analysis were discussed. The first question is how to...
CALCULATION OF HORIZONTAL EARTHQUAKE ACTIONS OF WATER TOWER WITH SUPPORTERS
Zhu Beibao, Zou Zujun, Cheng Min
2004, 34(8): 78-80,92. doi: 10.13204/j.gyjz200408025
Abstract:
The formula of the additional earthquake actions of the water tower with supporters has been developed by the hydromechanics theory, and a part of statistical results relating to response spectra of magnified coefficient has been presented.The ideas ...
THE FORMULAE FOR CALCULATION OF BULK MATERIAL WALL PRESSURE IN SQUAT SILOS
Yuang Fang, Shao Xing, Wang Fuming
2004, 34(8): 81-83. doi: 10.13204/j.gyjz200408026
Abstract:
A group of formulae for calculation of bulk material wall pressure in squat silos with large diametery are presented, and some guide and explanation are made.The formulae have been adopted by the up-to-date Chinese design code forCode for Design of R...
EXPLOITATION AND RESEARCH ON MAN-COMPUTER INTERACTION PROGRAM FOR SEISMIC EVALUATION OF RC FRAMES
Yang Xiaoming, Wang Xintang, He Zhijun, Zhang Liande
2004, 34(8): 84-86,65. doi: 10.13204/j.gyjz200408027
Abstract:
Reinforced concrete frame structures are widely used for industrial and civil buildings.Today in China, there are still a lot of ones that dont conform to the requiremets of earthquake fortification intensity.Therefore, a comprehensive seismic evalua...
TREATMENT OF HIGHWAY IN BEACH WITH DYNAMIC COMPACTION
Hong Wenxia
2004, 34(8): 87-89. doi: 10.13204/j.gyjz200408028
Abstract:
A highway lies in a beach region, under which there are deep silt stratifications.Based on the data about geological surveys of Qingdo Development Zone, a dynamic compaction is used to treat the foundation of sediment and silty soil.The in-situ test,...
A NEW CALCULATING MEANS OF THE NORMAL SECTION BEARING CAPACITY OF RC FLEXURAL MEMBER--CHORD METHOD
Zhang Liren, Xie Xinghui
2004, 34(8): 90-92. doi: 10.13204/j.gyjz200408029
Abstract:
It is analyzed and improved that the traditional calculating method for the normal section bearing capacity of RC flexural member; and a new calculating means-the chord method is proposed,which is not only more simplified,but also more beneficial to ...
THE CONTINUITY OF BEHAVIORS FOR VARIOUS FORMS OF CONCRETE FILLED STEEL TUBE MEMBERS UNDER AXIAL COMPRESSION
Chen Hongtao, Zhong Shantong, Zhang Sumei
2004, 34(8): 93-95. doi: 10.13204/j.gyjz200408030
Abstract:
According to the Unified Theory, the concrete-filled steel tube( CFST) columns with different sections subjected to axial compression are analyzed by FEM, whose mean stress-strain curves are also obtained. The results of analysis shows that the chang...