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. 8

Display Method:
NORMATIVE SPECIMEN OF CARBON FIBER REINFORCED POLYMER SHEETS FOR CHECKING PROPERTY
Yue Qingrui, Cao Jinsong, Yang Yongxin, Zhao Yan
2005, 35(8): 1-4. doi: 10.13204/j.gyjz200508001
Abstract:
Fiber reinforced polymer(FRP)material,which is a kind of advanced structural material,has been expanded in civil engineering.It is essential to establish a normative checking method for its research and application.It is also a guarantee to normalize...
STANDARD MOULD ON SHEAR SPECIMEN OF RESIN
Yang Yongxin, Cao Jinsong, Yue Qingrui, Zhao Yan, Cai Peng, Peng Fuming, Li Qingwei
2005, 35(8): 5-6,4. doi: 10.13204/j.gyjz200508002
Abstract:
The application and study of the repair technique with fiber reinforced polymer(FRP) are more and more widely in the world.One of the key issues of the technique is to guarantee all the properties of FRP.The lap shear strength is an important index t...
EXPERIMENTAL STUDY ON REINFORCED CONCRETE T- BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS
Ye Lieping, Zhuang Jiangbo, Zeng Pan, Zhou Xiaorong, ShaWulieti, Yang Yongxin
2005, 35(8): 7-12. doi: 10.13204/j.gyjz200508003
Abstract:
Seven 7m long reinforced concrete T- beams strengthened with prestressed CFRP sheets are tested under the simulated actual working conditions. T he equipment for prestessing CFRP sheets is developed and designed also . Several parameters, including t...
EXPERIMENTAL STUDY ON FLEXURAL FATIGUE BEHAVIOR OF RC BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS
Zhang Ke, Ye Lieping, Yue Qingrui
2005, 35(8): 13-19. doi: 10.13204/j.gyjz200508004
Abstract:
Externally bonded prestressed carbon fiber reinforced polymer(CFRP)sheets for reinforced concrete(RC) beams strengthening is becoming an effectiveness strengthening method recently,especially to increase the service life under fatigue loading.Though ...
PROGRESS IN RESEARCH ON STEEL STRUCTURES STRENGTHENED WITH FRP
Zheng Yun, Ye Lieping
2005, 35(8): 20-25,34. doi: 10.13204/j.gyjz200508005
Abstract:
Defects of a steel structure may be produced during its design,fabrication and construction;and cumulative damage may also occur in its service period due to overloading,corrosion and fatigue etc,which influences the safety of the structure.The tradi...
LOAD TRANSFER ANALYSIS OF STEEL STRUCTURES REPAIRED WITH FRP
Peng Fuming, Yue Qingrui, Hao Jiping, Yang Yongxin
2005, 35(8): 26-30,109. doi: 10.13204/j.gyjz200508006
Abstract:
Fibre reinforced polymers(FRP) can be used to restore the stiffness and load carrying capacity of the damaged steel structures and improve their fatigue resistance.The load transfer between steel and FRP affect the behavior of the repaired components...
EXPERIMENTAL STUDY ON BOND BEHAVIOR OF NSM CFRP STRIPS-CONCRETE INTERFACE
Li Rong, Teng Jinguang, YueQingrui
2005, 35(8): 31-34. doi: 10.13204/j.gyjz200508007
Abstract:
Near -surface mounted(NSM) FRP reinforcement is emerging as a promising technique for the strengthening of concrete structures.It is presented an experimental study on the bond behavior of NSM CFRP strips using a simple shear test set -up.The effect ...
EXPERIMENTAL STUDY ON BENDING BEHAVIOUR OF TIMBER BEAMS REINFORCED WITH CFRP SHEETS
Ma Jianxun, Jiang Xiangmin, Hu Ping, Hu Ming
2005, 35(8): 35-39. doi: 10.13204/j.gyjz200508008
Abstract:
A test on timber beams pasting different quantity of carbon fiber sheets was carried out,and it has been analyzed that the performance indexes such as the bearing capacity,deflection,etc of reference beams and reinforced beams.The test shows that the...
EXPERIMENTAL RESEARCH ON AXIAL COMPRESSIVE BEHAVIORS FOR TIMBER COLUMN STRENGTHENED WITH CFRP
Ma Jianxun, Hu Ping, Jiang Xiangmin, Hu Ming
2005, 35(8): 40-44,55. doi: 10.13204/j.gyjz200508009
Abstract:
Eight groups of timber columns components reinforced by carbon fiber reinforced polymer(CFRP) with various enwrapping forms have been studied at laboratory.The enhancing effect of their axial compressive bearing capacity and the failure mode are inve...
SELF-RENEWAL OF THE OLD INDUSTRIAL ARCHITECTURES——REFORM OF 798 FACTORY
Shen Shixian, Han Bingyue
2005, 35(8): 45-47. doi: 10.13204/j.gyjz200508010
Abstract:
Based on introducing the renewal of the old industrial architectures at home and abroad and taking the 798 factory where many modern artists live in for an example,it is analysed and appreciated the original indoor and outdoor landscape created by ar...
RECONSTRUCTION AND RENEWAL OF PLANTS'GENERAL PLAN LAYOUT ORIENTED TOWARDS REFORN AND EXTENSION
Xie Lihui, Jiang Wenhui
2005, 35(8): 48-49,59. doi: 10.13204/j.gyjz200508011
Abstract:
Technology reform of enterprise production process certainly leads to modification of original general plan design with development and progress of economics, science and people'value notion.Reform and renewal of general plan not only stress connecti...
ESSENCE FACTOR ANALYSIS AND REFORM PRINCIPLE OF TRANSFORMING DISCARDED BUILDING OF INDUSTRY TO UTILIZE AGAIN
He Liping, Ying Siai
2005, 35(8): 50-51,102. doi: 10.13204/j.gyjz200508012
Abstract:
Discarded building of industry,as a part of the urban cell,is the non -traditional cityscape;utilization again after is transformation is not only the inevitable outcome of historical development,but also the objective request for its own development...
GAUSS INTEGRATION OF REINFORCED CONCRETE BEAM-COLUMN ELEMENTAL MODEL
Diao Bo, Guo Chong
2005, 35(8): 52-55. doi: 10.13204/j.gyjz200508013
Abstract:
Based on derive beam-column element model of reinforced concrete,reinforced concrete structures are analized to take into account the effect of the number of Gauss point on the nonlinear analysis results when finite element stiffness is integrated.Th...
SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL
Zhou Tiegang, Huang Wei, Yao Qianfeng, Tian Yingxia
2005, 35(8): 56-59. doi: 10.13204/j.gyjz200508014
Abstract:
Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.Based on the tests of multi -rib slab wall under monotone vertical loading and finite element analysis,the mechanical properties and simplified calculation mode...
EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE
Zhao Lunyu, Shi Xudong, Zhou Jiankang
2005, 35(8): 60-63. doi: 10.13204/j.gyjz200508015
Abstract:
Wall-beam-column combined structure is a new structure system with excellences of light weight,environment protection,energy saving and good construction performance.It can be widely applied to low-middle story buildings.Its structural behavior is a ...
THE SITE TEST OF SUPER-LENGTH CONCRETE STRUCTURE
Yang Zhongbao, Zou Daoqin
2005, 35(8): 64-66,74. doi: 10.13204/j.gyjz200508016
Abstract:
The site test of super -length concrete structure is introduced in detail.The results show that it is effectual to take some measures,such as pre -stressing,constructing the later poured bands,to control thermal deformation and insure the security of...
SOIL NAILING UNDER THE INFLUENCE OF THE SEASONAL FROST
Guo Hongxian, Song Shushuang, Li Xiufeng
2005, 35(8): 67-70,119. doi: 10.13204/j.gyjz200508017
Abstract:
The accidents of soil nailing for foundation excavation in frost -susceptible areas in early spring are more than in other seasons.The soil nailing of Hangyao Building in Beijing was in danger when the lowest temprature was over 0℃.The main reason is...
TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS
Liu Ming, Huang Maosong, Ma Jinrong
2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018
Abstract:
With the development of underground engineering,its more and more important to the research on soils unloading mechanical properties under high stress.On the basis of plenty of shear tests with clays unloading confining pressure or axial compression ...
INFLUENCE OF SOIL-STRUCTURE DYNAMIC INTERACTION ON SEISMIC RESPONSES OF BASE-ISOLATION
Bao Hua, Xu Lihua, Xu Shuping, Zhou You
2005, 35(8): 75-81. doi: 10.13204/j.gyjz200508019
Abstract:
Base-isolation is widely used in the field of building structure and bridge.Nowadays,in the code and theory of base-isolation,the soil-structure dynamic interaction(SSI) is not considered.But how SSI influences base-isolation system is necessary to s...
CONDUCTIVITY OF FILTERED CONCRETE POWDER SOLUTION AND PERMEABILITY OF CONCRETE
Wan Xiaomei, Zhao Tiejun
2005, 35(8): 82-84,88. doi: 10.13204/j.gyjz200508020
Abstract:
The chemical composition of a pore solution has major effect on concrete permeability evaluated by electrical method.Analysis of test results shows that the conductivity of concrete pore solution and filtered mortar powder solution correlate well.Whe...
RESEARCH ON THE SHAPE OF REINFORCEMENTS FOR CONCRETE STRUCTURES
Liu Gang, Xu Youlin
2005, 35(8): 85-88. doi: 10.13204/j.gyjz200508021
Abstract:
According to the request to the capability of reinforcement used in concrete structure,it was analyzed that the effects of the shapes and shape parameters on the forced properties of all types of reinforcements.Some advice about appliance was put for...
CREEP OF CONCRETE AT EARLY AGE AND ITS EFFECT ON CRACKING SENSITIVITY
Zhang Tao, Qin Weizu
2005, 35(8): 89-92,105. doi: 10.13204/j.gyjz200508022
Abstract:
The cracking sensitivity of concrete is determined by the stress development at early age,and the creep of young concrete is an important factor influencing the development of restrained stresses in concrete structures due to autogenous contraction a...
SEVERAL RESEARCHES ON DURABILITY OF POST-FIRE CONCRETE STRUCTURES
Zhang Yi, Jin Weiliang
2005, 35(8): 93-96. doi: 10.13204/j.gyjz200508023
Abstract:
Fire hazard does have great harm to the safety and suitability of concrete structures.But in fact,fire also weakens the durability of concrete significantly.Serious problems of chloride ions erosion have been found in the post-fire concrete structure...
STRUCTURAL DESIGN AND MODES OF FAILURE ANALYSIS OF SANDWICH PANELS
Wang Haizhong, Zhao Tianyu
2005, 35(8): 97-99,120. doi: 10.13204/j.gyjz200508024
Abstract:
Sandwich panels consisting of two thin metal faces and a foamed plastic core represent the optimum use of dissimilar materials as composite elements. There are several factors which make the structural design of sandwich panels different from convent...
INFLUENCE OF HIGH-ORDER VIBRATION MODES ON THE SEISMIC RESPONSE OF STEEL TOWER BUILT ATOP OF A HIGH-RISE BUILDING
Ding Youliang, Li Aiqun
2005, 35(8): 100-102. doi: 10.13204/j.gyjz200508025
Abstract:
The seismic responses of steel tower that is built atop of Jiangsu Electricity-Net Dispatcher Center are obtained with respect to each vibration mode using the direct dynamic analysis method based on the mode-superposition.The contributions of each v...
FORM-FINDING OF MEMBRANE STRUCTURES BY DYNAMIC RELAXATION
Ma Haiyan, Shan Jian
2005, 35(8): 103-105. doi: 10.13204/j.gyjz200508026
Abstract:
Stress distribution in membrane structures can be either homogeneous and isotropic resulting in a minimum surface or inhomogeneous and anisotropic resulting in a equilibrium surface.As one of the most frequently used form-finding method for membrane ...
THE THEORY AND APPLICATION RESEARCH ON THE SUPPORTING STRUCTURE SYSTEM OF GLASS ROOF
Geng Cuizhen, Yan Hui, Liu Zhonghua
2005, 35(8): 106-109. doi: 10.13204/j.gyjz200508027
Abstract:
Based on the summarization of all kinds of sustaining structures of glass roof,some modifications of the beam string structures(BSS)were made.A new type of beam string structure was presented.This new type has reasonable structural behaviors,in addit...
RESEARCH ON THE PROBLEMS RELATED TO "CODE FOR ASEISMIC DESIGN OF BUILDINGS "(GB 50011-2001)
Song Tianqi
2005, 35(8): 110-113,116. doi: 10.13204/j.gyjz200508028
Abstract:
It was carried out the research on the problems related to The Code for Aseismic Design of Buildings (GB 50011-2001).The problems existed in the code were pointed out as follows:whether plastic sidesway met the demands or not should be originally con...
ANALYSIS AND DISPOSITION FOR AN ACCIDENT OF DRILL BIT BEING BURIED IN LARGE DIA-METER DRILLING WITH NON-CIRCULATION OF SLURRY BY HYDRAULIC PILING RIG
Zhao Yijun, Song Guolong, Li Wanqiu
2005, 35(8): 114-116. doi: 10.13204/j.gyjz200508029
Abstract:
It was concretely introduced an accident of drill bit being buried during the process of large diameter driling without circulation of slurry by hydraulic piling rig.It was analyzed the cause of the accident and the universalities,the importance of t...