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

2005 Vol. 35, No. 3

Display Method:
Ding Jian
2005, 35(3): 1-1. doi: 10.13204/j.gyjz200503001
Abstract:
STRATEGIES FOR RENOVATING OLD INDUSTRIAL BASES IN THE NORTHEAST OF CHINA
Zhang Lingling, Xia Baishu
2005, 35(3): 2-3,7. doi: 10.13204/j.gyjz200503002
Abstract:
Facing the current conditions of the old industrial bases in the northeast of China,the theory of new city industrial community is put forward,and the renovation strategies of old industrial bases are expounded from such aspects as protection and ren...
TECHNICAL DESIGN OF AERONAUTICAL PANTRY BUILDINGS
Li Dongmei
2005, 35(3): 4-7. doi: 10.13204/j.gyjz200503003
Abstract:
Taking Shanghai Pudong Pantry Center for example,it is described in detail that the design respects,such as dealing with the overall layout,process flow,lectotype of equipments and computer network etc.The importance of mastering the key technology a...
DEVELOPMENT TREND OF DESIGN OF THE BUILDING FOR A CIGARETTE FACTORY
Liu Dehua, Dong Xiaolong
2005, 35(3): 8-10. doi: 10.13204/j.gyjz200503004
Abstract:
Cigarette factory is a kind of industrial architectures.In recent years,for the building design of cigarette factory there has been a great break-through in design methods and concept;and in overall planning,green factory and ecological buildings com...
INTRODUCTION TO PRODUCTIONS OF INDUSTRIAL ARCHITECTURE BY THREE ARCHITECTS ABROAD
Huang Xingyuan
2005, 35(3): 11-13. doi: 10.13204/j.gyjz200503005
Abstract:
An industrial architecture possesses of special requirements of function,yet it has no effect on the creation of architectural art.The rich modern industrial architectures are described through examples of industrial architectures with different styl...
DESIGN OF WANGJING SCIENCE AND TECHNOLOGY PARK(PHASE-Ⅱ)
Hu Yue
2005, 35(3): 14-15. doi: 10.13204/j.gyjz200503006
Abstract:
Located in Wangjing Science and Technology Park,Wangjing Project(Phase-Ⅱ)is an office building for high technology firms.The project is comprised of three buildings with similar plans and a connector.Two of them line up in the north of the plot,the o...
PLANNING AND DESIGN OF SCIENTIFIC AND TECHNOLOGICAL INDUSTRY GARDEN UNDER XI'AN INSTITUTE OF OPTICS AND PRECISION MECHANICS OF CAS
An Jun, Luo Yimin
2005, 35(3): 16-17,19. doi: 10.13204/j.gyjz200503007
Abstract:
Because of much more penetration of humanism,the industrial buildings are gradually getting rid of the conception of narrow sense and develop on a way of synthesis and multielement,by which a wider field is being exploited.It is expounded that the de...
PLANNING AND DESIGN OF SANJIU HEALTHY INDUSTRIAL GARDEN
Zhang Minxin
2005, 35(3): 18-19. doi: 10.13204/j.gyjz200503008
Abstract:
It is discussed that the essentiality of logical thinking during the design by reviewing the process of the project design.The design process is considered to be a problem-solving course which is leaded by rational logical thinking,by which the confi...
EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO
Zhang Guojun, LüXilin
2005, 35(3): 20-22,26. doi: 10.13204/j.gyjz200503009
Abstract:
Based on the seismic behavior experimental research on 3 high-strength concrete short columns under low-frequency cyclic loading,it is discussed and analyzed that the developing process and distributing of cracks at high-strength concrete short colum...
APPLICATION OF HYBRID GENETIC ALGORITHM TO OPTIMUM DESIGN OF ENGINEERING STRUCTURES
Zhang Yannian, Liu Bin
2005, 35(3): 23-26. doi: 10.13204/j.gyjz200503010
Abstract:
On the basis of the practical structure design of engineering,sufficiently considering the constraint conditions that the norm stipulates and the requirements of various engineering standards,a model of building structural optimization is derived.A h...
THE EXPERIMENT AND ANALYSIS OF DEFORMATION OF HRB400 REINFORCED CONCRETE SIMPLY SUPPORTED BEAM
Li Meiyun
2005, 35(3): 27-29. doi: 10.13204/j.gyjz200503011
Abstract:
The state of destroy and characteristics of deformation of the testing member are observed, the testing result is analyzed and its characteristic of deformation is studied according to the test of the HRB400 reinforced concrete simply supported beam....
A MODEL STOCHASTIC TIME-DEPENDENT RESISTANCE OF EXISTING RC STRUCTURES BASED ON THE BAYESIAN METHOD AND MEASURED SAMPLE VALUE
Zhang Junzhi, Su Xiaozu
2005, 35(3): 30-32. doi: 10.13204/j.gyjz200503012
Abstract:
In this paper, influential factors of stochastic time-dependent of resistances for reliability calculation of existing structures are analyzed, and Bayesian method for probable characteristics of resistances is studied based on sample value. Based on...
FIRE-RESISTANT PERFORMANCE OF CONSTANT LOADS OF REINFORCED CONCRETE CONTINUOUS BEAM AT HIGH TEMPERATURE
Zhang Yiqi, Yan Qiwu, Yuan Jingen
2005, 35(3): 33-34. doi: 10.13204/j.gyjz200503013
Abstract:
A set of fire tests on five continuous beams of two spans at high temperature is introduced. On the basis of tests, some conclusions of their fire-resistant performance are drawn by contrasting the influence of different constant loads.
ANALYSIS OF VERTICAL BEARING CAPACITY AND DISPLACEMENT BY THE SETTLEMENT OF PILE TOP
Liu Qijian, Yang Linde
2005, 35(3): 35-37. doi: 10.13204/j.gyjz200503014
Abstract:
Based on the idea to determine the piles vertical bearing capacity and deformation by the settlement of pile top, a modified load-transfer method is proposed for analyzing axially loaded piles. According to the deformation coordination of shaft and s...
PREDICTION METHOD OF VERTICAL ULTIMATE BEARING CAPACITY OF PILE BASED ON CHAOS OPTIMAL METHOD AND NEURAL NETWORKS
Liu Yongjian, Zhang Boyou
2005, 35(3): 38-41. doi: 10.13204/j.gyjz200503015
Abstract:
The characteristics of BP neural network and chaos optimal method are analyzed. By integrating chaos optimal method with gradient-decline method, an optimal method of combination search is created. Combining a large amount of piles testing data of th...
NEW VIEWPOINT ON AXIAL STIFFNESS OF SINGLE PILES
Huang Tangsong, Ding Peimin, Shang Yuequan
2005, 35(3): 42-45,52. doi: 10.13204/j.gyjz200503016
Abstract:
Based on load transfer approach and Ramberg-Osgood models for simulating the side resistance and tip resistance of a pile, the parameter studies on axial stiffness of single piles in a homogenous ground are conducted. A constant and dimensionaless ri...
AN ANALYTICAL SOLUTION FOR SINGLE PILE IN NON-HOMOGENEOUS SOIL CONSIDERING SOIL HARDENING BEHAVIOR OF PILE TIP
Yang Hua, Yang Min, Zhou Hongbo
2005, 35(3): 46-48,55. doi: 10.13204/j.gyjz200503017
Abstract:
Using different load-transfer functions for pile shaft and pile tip, the lateral soil shear modulus and strength are linearly fitted along the depth, based on which a set of analytical equations for axially loaded single pile in non-homogenous soil i...
EXPERIMENT RESEARCH OF DOUBLE-BALL ANCHORAGE SYSTEM
Feng Lei
2005, 35(3): 49-52. doi: 10.13204/j.gyjz200503018
Abstract:
A new type double-ball anchorage system which would be applied in post-tensioning prestressed concrete was introduced.The experiments and analyses were made on its formation,its components function and its anchoring capacity.Static load test,fatigue ...
STUDY ON CRACK IN STEEL FIBER REINFORCED CONCRETE BASED ON FRACTURE MECHANICS
Zeng Zhixing
2005, 35(3): 53-55. doi: 10.13204/j.gyjz200503019
Abstract:
Basing on the fracture mechanics theory of concrete,through analyzing the anti-cracking function and reinforcing effect of steel fiber, it is discussed that the method for calculating the cracking strength and the width of the cracks in steel fiber r...
RESEARCH ON APPLICATION OF FIBER REINFORCED POLYMER COMPOSITE STRUCTURE FOR DEFENSE WORK
Shi Shaoqing, Liu Yingfang, Yin Ping, Zhang Xiangji
2005, 35(3): 56-57,32. doi: 10.13204/j.gyjz200503020
Abstract:
The authors design an anti-penetration and anti-blast component that made of GFRP-pipe concrete and then analyze the merits of this component. The research shows that the concrete confined with GFRP-pipe can enhance compressive strength of concrete a...
EXPERIMENTAL STUDY AND SIMULATION ANALYSIS ON CORRODED BARS IN CONCRETE AT THE MARINE CYCLE
Shen Dejian, Wu Shengxing
2005, 35(3): 58-62. doi: 10.13204/j.gyjz200503021
Abstract:
Experimental study on the mechanical properties of 75 corroded rebars I and II in marine concrete is carried out.It is discussed the relationship between yielding strength, ultimate strength, ultimate elongation rate, failure type stress-strain curve...
TEST STUDY OF CONCRETE COVER CRACK FORM BY CORRODED REBAR
Wang Qiaoping, Wu Shengxing, Wang Xiaohua
2005, 35(3): 63-65,74. doi: 10.13204/j.gyjz200503022
Abstract:
In reinforced concrete structure,the reinforcement corrodes and the volume of these corroded products expand to create pressure to the surround concrete of reinforcement.To the assessment of the corroded concrete structure,the most obvious and direct...
A MULTI-FUNCTION COMPOSITE BEARING SLAB
Zhu Yingjie, Lang Bin, Wang Shifeng
2005, 35(3): 66-67,89. doi: 10.13204/j.gyjz200503023
Abstract:
It is presented that a composite slab made of concrete,polystyrene foam and steelbar-grids simply called ZW-slab with multi-function including bearing,aseismic,fireproof,thermal insulation and sound insulation.The slab containing more technologies ha...
PUSH-OVER ANALYSIS ON THE SEISMIC BEHAVIOR OF A CONCRETE-FILLED RECTANGULAR TUBULAR FRAME
Nie Jianguo, Qin Kai, Xiao Yan
2005, 35(3): 68-70. doi: 10.13204/j.gyjz200503024
Abstract:
The seismic behaviors of four kinds of 10-story frame structures, which are respectively composed of concrete-filled rectangular steel tubes (CFRT) and of reinforced concrete columns, have been studied. SAP 2000 program is used for calculating the se...
IN-PLANE GLOBAL STABILITY OF SPACE LATTICE TILTED COLUMN FRAME OF TRIANGLE SECTION
Zhang Yang, Zhang Yaochun
2005, 35(3): 71-74. doi: 10.13204/j.gyjz200503025
Abstract:
Based on the geometric non-linear analysis, the in-plane global stability of Space Lattice Tilted Column Frame of Triangle Section(SLTCF)is studied. Using orthogonal design method, the load-displacement whole deforming path analysis of the SLTCF with...
EXPERIMENTAL AND ANALYTICAL RESEARCH ON AXIALLY LOADED SLENDER HIGH STRENGTH CONCRETE-FILLED RHS TUBES
Guo Lanhui, Zhang Sumei, Wang Yuyin, Liu Jiepeng
2005, 35(3): 75-79. doi: 10.13204/j.gyjz200503026
Abstract:
Ten slender high strength concrete(HSC) filled rectangular hollow section(RHS) steel tubular columns were tested.The primary test parameters were slenderness ratios varying from 25^4 to 71^6,steel ratios of 8.2% and 14.6%,height-to-breadth ratios var...
FINITE ELEMENT ANALYSIS OF BEIJING NEW PLANETARIUM
Li Yongmei, Zhang Ruiguo, Li Feng, Li Xuesong
2005, 35(3): 80-83. doi: 10.13204/j.gyjz200503027
Abstract:
A novel seismic type of structural system called steel skeleton concrete frame-brace structure is used for Beijing new planetarimu,whose structural system is very complex.Calculation and analysis are carried out on static and dynamic responses for th...
CONSTRUCTION TECHNOLOGY OF LARGE-SPAN STEEL STRUCTURE FOR A GYMNASIUM
Yu Dong, Qu Linhai, Guan Chuanfu
2005, 35(3): 84-86. doi: 10.13204/j.gyjz200503028
Abstract:
Through analyzing and questioning construction technology of large-span steel structure in Huzhou Gymnasium,we can proved that if we could apply construction technology correctly,we can build a production that is satisfactory to its designer in spite...
THE CALCULATION SOFTWARE DESIGN OF TWO-WAY RC SLAB AND SQUARE CROSSING GIRDER
Zhu Xiaowen, Sun Baojun, Ling Shutao, Li Guoliang
2005, 35(3): 87-89. doi: 10.13204/j.gyjz200503029
Abstract:
Based on the elastic design theory,the basic calculation theory of two-way RC slab and square crossing girder is analyzed,and flow chart of the calculation software coded with Visual Basic is also designed.It also introduces the interface of two-way ...
THE STRENGTHENING METHOD AND PROJECT PRACTICE OF FAILURE CONCRETE FOUNDATION
Yao Lixin, Li Shiru
2005, 35(3): 90-92. doi: 10.13204/j.gyjz200503030
Abstract:
According to a project practice, by using the composite foundation underpinning technology, as well as considering pile-soil interaction, the problem of foundation capacity scarcity because of the failure of concrete has been solved. The original fou...
THE ACIDIFICATION CORROSION (VITRIOL)OF REINFORCED CONCRETE PROVISION
Liu Qingyang, Xu Xiangdong, Cui Qingha, i Zhao Kaozhong, Zhang Xin
2005, 35(3): 93-94.
Abstract:
The reasons that arouse the corrosion of steel bar are complex.It is an important factor that the acidification chemistry(vitriol)arouses the corrosion of the steel bar, besides concrete carbonization chemistry, if the sulfuric acid gas exists in env...
ANALYSIS AND TREATMENT OF CRACKS ON BASEMENT SHEAR WALL OF A TALL BUILDING
Zou Xuhui, Yan Haihua
2005, 35(3): 95-97,86.
Abstract:
The causes of producing cracks on the basement shear wall of a tall building are analyzed and diagnosed by integrating theory with engineering practice,according to the construction mix,curing conditions,structural form and configuration steel bars e...
SPACE PERCEPTION
Yu Wei
2005, 35(3): 98-100,79.
Abstract:
Architecture is the art that displays the world with geometric space. Architectural space is not the actual absolute space in physics; it is the comprehensive perception of the rich spirit and material. This article tries to introduce the situation c...