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. 6

Display Method:
STRUCTURAL STRENGTHENING IN RENOVATION OF THE ART GALLERY OF CHINA
Yao Weiguo, Liu Fengge
2004, 34(6): 1-3. doi: 10.13204/j.gyjz200406001
Abstract:
Structural design and technical detailings adopted in the strengthening and renovating of the Art Gallery of China are presented, which would be useful for similar projects.
RESEARCH ON STRUCTURAL SYSTEM DESIGN OF OUTER-JACKETING FRAME FOR STOREY-ADDING RECONSTRUCTION BUILDING
Han Xuanjiang
2004, 34(6): 4-6,12. doi: 10.13204/j.gyjz200406002
Abstract:
It is fully explored that the lectotype of top structure and foundation for an outer-jacketing frame storey-adding structural system, through a project of changing two 3-storey brick-concrete buildings(that have been used for over 40 years)into two 7...
DESIGN OF REMOVING COLUMNS FOR HAITIAN BUILDING IN BEI'AN CITY
Zhang Haoyu, Zheng Wenzhong
2004, 34(6): 7-9. doi: 10.13204/j.gyjz200406003
Abstract:
The original design of Haitian Building in Beian is a five-story frame building .When the second story was being constructed, the function of the top story needs to be changed and several columns of the top story need to be removed .It is introduced ...
A DESIGN OF RECONSTRUCTING STAIR INTO ESCALATOR FOR AMARKET
Xu Xiangdong, Jia Qiang, Lin Dongjun
2004, 34(6): 10-12. doi: 10.13204/j.gyjz200406004
Abstract:
In a design of reconstructing a stair into an escalator, the headroom of the escalator should be thought over when the escalator is decided to be disposed in cross or parallel. In order to support the escalator, rebar-implanting should be done at the...
STRUCTURAL DESIGN OF RECONSTRUCTION OF AN OFFICE BUILDING WITH BRICK MASONRY
Yang Xiaoming, Zhang Chaoying
2004, 34(6): 13-14. doi: 10.13204/j.gyjz200406005
Abstract:
During the reconstruction of an office building, the load transfer path of the original girders and foundation had been changed by composite column and composite foundation, which could meet the needs of architectural function and save the investment...
STRENGTHENING DESIGN OF OFFICE BUILDINGcS ARCHIVES FLOOR STRUCTURE
Zeng Jie, Yu Xinchun, Yu Fusheng
2004, 34(6): 15-17,27. doi: 10.13204/j.gyjz200406006
Abstract:
As strengthening a flexural member with method of increasing section and setting support, messures should be taken to ensure the integral working and loading of new-old concrete structures; at the same time, the unloading ratio should also be increas...
STRENGTHEN WITH ENLARGING CROSS-SECTION AND SOFTWARE DESIGN FOR FLEXURAL MEMBER
Hu Cheng, Cao Sanpeng, Sun Baojun
2004, 34(6): 18-20. doi: 10.13204/j.gyjz200406007
Abstract:
Based on Technical Specification for Strengthening Concrete Structures(CECS 25:90), the basic calculating theory of strengthening RC flexural member with enlarging cross-section was introduced, design process was coded and software development was al...
GREEN BUILDING AND GROUND SOURCE HEAT PUMP SYSTEM
Zhuang Yingchun, Xie Kanghe
2004, 34(6): 21-23. doi: 10.13204/j.gyjz200406008
Abstract:
Energy-saving and environment protection are the design concept of a modern green building .Ground source heat pump technique is a energy-saving, environmental protective method of energy development, which can use fully the function of saving energy...
ECOLOGICAL RESIDENTIAL AREA AND ECOENERGY UTILIZATION--Planning and Design of Residential Ecoenergy System for Zhejiang Jiangnan Ecological Garden
Sun Hongbo
2004, 34(6): 24-27. doi: 10.13204/j.gyjz200406009
Abstract:
The planning and design of the ecoenergy for Jiangnan Ecological Garden consist of ecoenergy overall utilization system, ecoenergy scenery system and ecoenergy experienced system. According to the local conditions, photothermal system, photovotaic sy...
ANALYSIS OF FORM CHARACTERISTIC OF TODAY'S EXTERIOR INHABITABLE ENVIRONMENT
Huang Xingling, Wang Yu, Shen chunhong
2004, 34(6): 28-30. doi: 10.13204/j.gyjz200406010
Abstract:
Today many new ideas and techniques appear in the design of the exterior inhabitable environment form, such as space form design, space system composition, interface scale series and the conception of environment scene, we try to discover them by ana...
APPLICATION OF FHP-VC INORGANIC COMPOSITE SILICATE HEAT-INSULATING BOARD IN ENERGY- SAVING DOMESTIC BUILDING
Li Jiahua
2004, 34(6): 31-34. doi: 10.13204/j.gyjz200406011
Abstract:
The basic requirements of high efficiency hea-t insulating materials for an energy-saving building are expounded and the overall behaviours of traditional heat insulating materials are compared, and the construction way that uses a new inorganic comp...
THE STUDY ON TEMPERATURE EFFECTS OF SUPER- LONG TALL BUILDINGS UNDER THE DIFFERENCE IN TEMPERATURE RESULTED FROM DAY TO NIGHT
Zhao Juan, Ba Hengjing, Chen Huai, Li Tian
2004, 34(6): 35-38. doi: 10.13204/j.gyjz200406012
Abstract:
The temperature effects of super-long tall buildings under the difference in temperature resulted from day to night are studied. According to the characteristics of the environmentcs temperature change caused by the subrogation from day to night, usi...
THE ARRANGEMENT AND ANALYSIS OF PRESTRESSING REINFORCEMENTS FOR PRESTRESSED CONCRETE STATICALLY INDETERMINATE BEAMS
Wang Xinling, Zhao Gengqi, Yang Guangning
2004, 34(6): 39-41. doi: 10.13204/j.gyjz200406013
Abstract:
The analysis of moments to prestressed concrete statically indeterminate beams is examined. The second moments of two-span and three-span prestressed continuous beams should be calculated under the uniform loads and concentrated loads. The locations ...
STUDY ON BEARING MECHANISM OF SOIL-CEMENT PILE
Wu Xiongzhi, An Xinzheng, Wu Ruizhi
2004, 34(6): 42-43,41. doi: 10.13204/j.gyjz200406014
Abstract:
The bearing mechanism of soil-cement pile is studied by means of the transfer function method, the development of the skin friction of the pile and the influencing factors of the bearing capacity are also discussed. The conclusion is significant to t...
RESEARCH ON THICKNESS OF CUSHION AND PILE- SOIL STRESS RATIO OF CFG PILE
Yang Suchun
2004, 34(6): 44-47. doi: 10.13204/j.gyjz200406015
Abstract:
The relative between stress ratio of pile-soil and the thickness of cushion is researched by experimental and theoretical analyses. 7 experiments were conducted, including tests on 3 piles and single-pile composite-foundations. The distribution of st...
NUMERICAL ANALYSIS OF THE LARGE DEFORMATION THEORY DURING DYNAMIC CONSOLIDATION ON SOILS BY THICK FILL
Xu Changjie, Zhang Zhengwei
2004, 34(6): 48-51,14. doi: 10.13204/j.gyjz200406016
Abstract:
There is a local large deformation in the peripheral foundation soil of the compacting spots,so the mechanical derivation of infinitesimal strain can't eliminate the effect of a rigid displacement,and the large deformation theory must be used to anal...
ANALYSIS OF EFFECT OF LARGE GROUND DISPLACEMENT BY SEISMIC LIQUEFACTION ON UNDERGROUND PIPLING BASED ON RELIABILITY THEORY
Wu Yi, Lin Jianhua
2004, 34(6): 52-54. doi: 10.13204/j.gyjz200406017
Abstract:
Based on reliability theory, using the JC method and the end-off JC method, different factors which affects underground pipelines' reliability index are analyzed. Moreover the effect of large ground displacement caused by earthquake liquefaction on u...
MEASUREMENTS AGAINST SOIL-SQUEEZING DURING PILE-DIVING IN THICK SOFT SOIL AND FIELD MONITORING METHOD
Cao Xiujuan, Liu Kaifu, Xie Xinyu, Liu Yilin
2004, 34(6): 55-57. doi: 10.13204/j.gyjz200406018
Abstract:
When precast piles are installed into the ground, the same volume of soil should be displaced. Then, the excess pore pressure will be developed around the piles. That will result in the influence on the surrounding soil and nearby structures. Based o...
STUDY ON DAMP OF POLYPROPYLENE FIBRE CONCRETE IN SMALL DEFORMATION
Chen Zhenfu, Shi Jianjun, Ke Guojun, Guo Changqing, Sun Delun, Chen Junjie, Hu Shaoquan
2004, 34(6): 59-60,30. doi: 10.13204/j.gyjz200406019
Abstract:
Damping ratio is the main index representing the property of materials in reducing vibration. Free vibration method is employed to measure the damping ratio. A batch of fundamental data for the damping ratio of polypropylene fibre concrete in small d...
RESEARCH AND PROGRESS OF MODELING CHLORIDE INGRESS FOR CORROSION RISK PREDICTION OF MARINE CONCRETE
Liu Zhiyong, Sun Wei, Yang Dingyi, Zhou Xingang
2004, 34(6): 61-64. doi: 10.13204/j.gyjz200406020
Abstract:
Large amounts of research achievements and modeling of concrete chloride ingress are reviewed. Progress and new development trend of chloride diffusion equation in marine concrete are summarized. Reference and suggestions are provided for modeling of...
ANALYSIS OF MECHANICAL BEHAVIOUR OF CONCRETE FILLED STEEL TUBULAR STRUCTURES DURING CONSTRUCTION
Wang Wenda, Han Linhai
2004, 34(6): 65-67,58. doi: 10.13204/j.gyjz200406021
Abstract:
The hollow steel tubes of concrete filled steel tubular(CFST) structure are suffered vertical construction loads during construction as they are vertical support frame.The steel tubes will suffer initial stress before they can work together with conc...
EXPLORATION AND SUMMARIZATION OF METHOD OF COMPUTING BEARING CAPACITY OF STEEL??CONCRETE COMPOSITE BEAMS WITH WEB OPENING
Bai Yongsheng, Jiang Yongsheng, Liang Shuting, Chen Lin
2004, 34(6): 68-70,83. doi: 10.13204/j.gyjz200406022
Abstract:
Three ways to calculate bearing capacities of steel composite beams are introduced, and then the shortcomings of them are pointed out. After that modified ways are provided and they are verified by test data, which is executed on a cantilever composi...
ANALYSIS OF COLD- FORMED RESIDUAL STRESS FIELD
Zhao Feng, Guo Yaojie
2004, 34(6): 71-73,64. doi: 10.13204/j.gyjz200406023
Abstract:
It is pointed out that a cold- formed processing consists of plastic deformation and elastic recovery.We can get residual stress of cold-formed member through adding stress field produced by each course. There are clear differences in distribution of...
EXPERIMENTAL ANALYSIS OF STEEL BEAM-TO-COLUMN CONNECTION WITH CANTILEVER BEAM SPLICING
Li Qicai, Su Mingzhou, Chen Aiguo, Gu Qiang
2004, 34(6): 74-76. doi: 10.13204/j.gyjz200406024
Abstract:
Through comparison and analysis on design and test results of two steel beam-to-column connections with cantilever beam splicing under cyclic-loading, it is pointed out that the slip between faying surfaces and the bearing of bolts to hole surfaces c...
THOUGHT OF THREE QUESTIONS IN DESIGN OF CONCRETE STRUCTURE
Zheng Wenzhong, Zhang Geming, Wang Ying
2004, 34(6): 77-78,87. doi: 10.13204/j.gyjz200406025
Abstract:
It has been discussed that the values of section effective depth in shear??bearing capacity calculation of concrete oblique section, effective compression flange width of beams in cast??in??situ concrete ribbed floor and the relative depth of compres...
STRUCTURAL SYSTEM DETERMINATION AND COST ESTIMATING FORMEMBRANE CONSTRUCTION
Xu Chuanxi, Wu Yue
2004, 34(6): 79-83. doi: 10.13204/j.gyjz200406026
Abstract:
The material and the technology used for membrane structure are different from the traditional structure. Usually,the specialized membrane structure company involves the construction in the design proposal stage. This lecture focuses on the knowledge...
AN AMENDED ARITHMETIC OF REINFORCED CONCRETE ISOSCELES TRAPEZOID SLAB
Ping Daye, Ju Jianmin
2004, 34(6): 84-87. doi: 10.13204/j.gyjz200406027
Abstract:
A kind of amended ar ithmetic which solves maximum moment of reinforced concrete isosceles trapezoid slab is introduced. Presently, calculation method of a reinforced concrete isosceles trapezoid slab is experiential arithmetic with which the isoscel...