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

2006 Vol. 36, No. 8

Display Method:
RELATIONSHIP BETWEEN ACCELERATED AND OUTDOOR EXPOSURE EXPERIMENT RESULTS OF SATURATING RESIN
Yue Qing-rui, Yang Yong-xin, Guo Chun-hong, Cai Peng, Zhao Yan
2006, 36(8): 1-5. doi: 10.13204/j.gyjz200608001
Abstract:
With the wide use of FRP strengthened structures,the problem of their durability has been highlighted and concerned.The durability of saturating resin which is one of components of fiber reinforced polymer and adhesive material of FRP and concrete,af...
EVALUATION METHOD OF DURABILITY OF FRP
Yang Yong-xin, Yue Qing-rui, Guo Chun-hong, Zhao Yan, Cai Peng
2006, 36(8): 6-9. doi: 10.13204/j.gyjz200608002
Abstract:
With the wide use of FRP strengthened structures,the problem of their durability has been highlighted and concerned.On the basis of the experiments of durability of FRP,saturating resin and adhesive behavior of CFRP and concrete,a theoretical evaluat...
THE EFFECT OF SEA WATER ON CFRP-CONCRETE INTERFACE
Yang Yong-xin, Guo Chun-hong, Cai Peng, Zhao Yan, Zhu Chong-zhao
2006, 36(8): 10-12. doi: 10.13204/j.gyjz200608003
Abstract:
It is studied the basic mechanical behaviour of FRP-concrete interface in the sea water environment.It was studied the interface behaviour of concrete coupon bonded with different CFRP sheets in different cases.And the variance law of the interface b...
THE EFFECT OF THE SEA WATER ON THE DURABILITY OF RESIN
Hu Hai-tao, Yang Yong-xin, Guo Chun-hong, Zhao Yan, Cai Peng, Zhu Chong-zhao
2006, 36(8): 13-15. doi: 10.13204/j.gyjz200608004
Abstract:
It is studied the basic mechanical behaviour of resin in the sea water environment.Fifty sheets of the resin were put into sea water in laboratory while doing tensile tests at intervals.It was obtained the variance law of their strength, Youngs modul...
WET-DRY CYCLING TEST OF SATURATING RESIN
Guo Chun-hong, Yang Yong-xin, Yue Qing-rui, Zhao Yan, Cai Peng
2006, 36(8): 16-17. doi: 10.13204/j.gyjz200608005
Abstract:
With the wide use of FRP strengthened structures,the problem of their durability has been highlighted and concerned.The durability of saturating resin which is one of components of fiber reinforced polymer and adhesive material of FRP and concrete,af...
THE EFFECT OF ULTRAVIOLET LIGHT ON CFRP-CONCRETE BOND PROPERTY
Yang Yong-xin, Guo Chun-hong, Cai Peng, Zhao Yan, Yue Qing-rui
2006, 36(8): 18-20. doi: 10.13204/j.gyjz200608006
Abstract:
With the wide use of FRP strengthened structures,the problem of their durability has been highlighted and concerned.The durability of adhesive property between CFRP and concrete is as important as that of FRP.Light aging(especially UV light) is one o...
DISCUSSION ON PERFORMANCE-BASED FIRE PROTECTION DESIGN OF LARGE-SPACE BUILDING
Di Peng, Yang Xina, Wang Ming
2006, 36(8): 21-23,96. doi: 10.13204/j.gyjz200608007
Abstract:
Based on classification and the type,fire hazard characteristic of large-space buildings,performance-based fire protection design is put forward according to their development in China.It is explored that the background,advantages,basic steps and str...
VE AND ENERGY CONSERVATION IN BUILDING
Liu Ling
2006, 36(8): 24-26,41. doi: 10.13204/j.gyjz200608008
Abstract:
Value engineering is a kind of soft science developed from how to make full use of the resources,and it is an effective way to advance the value of products.It is analysed that the necessity,feasibility and rationality of adapting VE principles to th...
OVERALL DESIGN AND ECONOMICAL ANALYSIS ON ENERGY EFFICIENT BUILDING
Li De-rong, Fan Hong-wu, Cao Yi-ran
2006, 36(8): 27-28,81. doi: 10.13204/j.gyjz200608009
Abstract:
In order to make the indoor thermal environment better and reduce the energy consumption of buildings,the Design Standard for Energy Efficiency of Residential Buildings in Hot Summer and Cold Winter Zone has been published by Ministry of Construction...
STUDY ON ANCHORING PROPERTY OF CFRP CABLES FOR STAYED BRIDGES
Liu Rong-gui, Gong Xiang-hua, Li Cheng-ji, LüZhi-tao, Mei Kui-hua
2006, 36(8): 29-32,67. doi: 10.13204/j.gyjz200608010
Abstract:
CFRP cables have been widely used in different structures.The resistance to corrosion and chemical attack,high strength-to-weight ratio,and ease of handling of these cables make them a better alternative to steel cables in some applications of stayed...
STUDY ON SEISMIC PROPERTIES OF LARGE OIL TANK
Zhou Li-jian, Sun Jian-gang, Li Xiao-li
2006, 36(8): 33-35,12. doi: 10.13204/j.gyjz200608011
Abstract:
The finite element analysis(FEA) program ANSYS is used to analyse 20 000m3 oil tank.It is calculated the seismic response of loop and vertical stresses of tank wall and base moment with change in liquid height in tank.So seismic properties are analyz...
DILATANCY BEHAVIOR OF SOIL-STRUCTURE INTERFACES AND ITS SIMULATION
Luo Jia, Yao Yang-ping
2006, 36(8): 36-38,49. doi: 10.13204/j.gyjz200608012
Abstract:
According to the deformation mechanism of soil_structure interface,four types of stress_strain curves are summarized.A dilatancy equation and its corresponding dilatancy function are established to simulate the dilatancy behavior of soil_structure in...
RESEARCH ON RESTRICTION OF FOUNDATION ON BASEMENT WALLBOARD OF REINFORCED CONCRETE
Li Zhi-bing, Duan Qi-cheng, Xiao Shui-hua
2006, 36(8): 39-41. doi: 10.13204/j.gyjz200608013
Abstract:
Based on analyzing the restriction of foundation on the wallboard of reinforced concrete,a silmplified theoretical model is founded;a calculating formula of the restriction of foundation on the wallboard of reinforced concrete is got and the correctn...
PROBABILISTICAL MODEL FOR CONCRETE CARBONIZATION IN ZHEJIANG AND NEIGHBOR REGION
Ding Bo-yang, Kong De-yu, Li Ton-kun
2006, 36(8): 42-44. doi: 10.13204/j.gyjz200608014
Abstract:
Based on the inquisitional results of large quantity of constructions in Zhejiang and neighbor regions,the statistics analysis of carbonization depth of concrete in the same environment and the same strength grade was done.Thus the probabilistic mode...
EXPERIMENTAL STUDY ON STRENGTHS OF STEEL FIBER REINFORCED CONCRETE WITH EARLY-AGE LOADING HISTORY
Zhao Jun, Liu Jing-yuan, Ma Zhi-ying
2006, 36(8): 45-49. doi: 10.13204/j.gyjz200608015
Abstract:
An experimental research project was carried out to determine the modulus of rupture,splitting tensile and compressive strengths of steel fiber reinforced concrete(SFRC) ever loaded at early ages.The specimens were first subjected to a load nondestru...
CARBONATION AND CHLORIDE DISTRIBUTION OF CONCRETE AFTER 26 YEAR-EXPOSURE
Fan Hong, Zhao Tie-jun, Tian Li, Xu Hong-bo
2006, 36(8): 50-53,44. doi: 10.13204/j.gyjz200608016
Abstract:
The specimens of concrete core with a diameter of 100mm were drilled from different elements of the dock in Qingdao Beihai Dockyard.The content of calcium carbonate in carbonation zone and chloride distribution from the specimens ware measured.The in...
RESEARCH AND DEVELOPMENT OF A NEW ACRYLATE ANCHOR BOLT
Fan Shi-ping, Liang Ming-li
2006, 36(8): 54-55,58. doi: 10.13204/j.gyjz200608017
Abstract:
A new acrylate anchor bolt has been developed,whose basic formulation was determined by studying the effects of monomer/copolymer ratio(mass ratio),type of premoter and its dosage,curing agent and its dosage ect.on gelling time.The property of the ne...
TALKING ABOUT RESIDENTIAL BUILDINGS BY RE-STUDYING THE OLD AND LEARNING THE NEW
Fei Lin
2006, 36(8): 56-58. doi: 10.13204/j.gyjz200608018
Abstract:
APPROACHES TO STRUCTURAL VIBRATION CONTROL FOR CIVIL ENGINEERING
Qi Xing-jun, Li Xiao-jun, Liu Ping
2006, 36(8): 59-63,100. doi: 10.13204/j.gyjz200608019
Abstract:
The approaches to structural vibration control of civil engineering are summarized. The theory and application of the four approaches including passive control, active control, semi active control and hybrid control are introduced, and the Benchmark ...
EXPERIMENTAL RESEARCH AND FEM ANALYSIS ON OVERLAPPED CHS PARALLEL K-JOINTS
Jiang Jian-feng, Wu Jie, Feng Jian, Dai Ya-ping, Zhao Hong-kang
2006, 36(8): 64-67. doi: 10.13204/j.gyjz200608020
Abstract:
The experimental results of 5 full scale overlapped CHS K-joints subjected to axial load are compared with those of finite element models.Using the finite-element study as a platform,it is studied that the effect of faying rate on the failure mode an...
STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY
Xu Ya-feng, Jia Lian-guang, Wang Lian-guang, Liang Li, Zhang Hai-xia, Bai Shou-yan
2006, 36(8): 68-70,20. doi: 10.13204/j.gyjz200608021
Abstract:
By testing of 5 different high strength steel-reinforced concrete frame joints under low cyclic reversed load,the hysteretic behavior of the joints was ascertained.The hysteretic behaviors of the frame joints of steel-reinforced high strength concret...
SIMULATION METHOD ON BEHAVIOR OF INTEGRAL STEEL FRAMED STRUCTURES UNDER FIRE
Yang Xiu-ping, Hao Shu-ying, Zhang Jing-yu, Zhang Zhuo
2006, 36(8): 71-73. doi: 10.13204/j.gyjz200608022
Abstract:
The model of integral steel framed structures is built.Finite element method is used to perform numerical simulation of integral structures under fire.Elasto-plastic analysis of thermal stress and deformation is carried out.As a result,the deformatio...
ANALYSIS OF THE THERMAL FIELD OF STEEL-CONCRETE COMPOSITE COLUMNS USING ANSYS
Zheng Yong-qian, Yang You-fu, Han Lin-hai
2006, 36(8): 74-77. doi: 10.13204/j.gyjz200608023
Abstract:
The thermal field of steel-concrete composite columns under fire is analyzed by finite element analysis software ANSYS and the distributing circumstance of section thermal field is gotten.The calculated results agree well with those of tests and the ...
ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF
Wang Yuan-qing, Tan Cheng-dong, Zhang Yong
2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024
Abstract:
It is generally considered that the seismic response of Arched Corrugated Metal Roof(ACMR) is not the control factor of structure design because of its light dead weight,but the conclusion has not been verified.It is also analyzed the dynamic time-hi...
EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS
Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua
2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
Abstract:
Based on the experimental research of six high-strength shale ceramsite concrete beams and two normal density concrete beams,the calculation method of carrying capacity of normal section of high-strength shale ceramsite concrete beams was put forward...
STUDY ON CARRYING CAPACITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS
Shao Yong-jian, Zhu Pin-ru, Cheng Zhi-jun, Gu Wan-li
2006, 36(8): 86-88. doi: 10.13204/j.gyjz200608026
Abstract:
Based on the experimental research on carrying capacity of normal section of eight reinforced high-strength concrete beams(Six were made of lightweight aggregate concrete and two were made of normal density concrete.),calculation method of carrying c...
RESEARCH ON CONSTRUCTION TECHNOLOGY OF USING HIGH CAPABILITY FERROCEMENT MORTAR TO STRENGTHEN A RC FRAME BEAM
Bu Liang-tao, Gao Wei, Ye Zhen
2006, 36(8): 89-91,77. doi: 10.13204/j.gyjz200608027
Abstract:
High capability ferrocement mortar was applied in reinforcing a RC frame beam.Strengthening plan is introduced based on the strengthening project.Construction technology and quality controlling method are then emphasized on the RC frame beam reinforc...
EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR
Cao Zhong-min, Li Ai-qun, Wang Ya-yong, Yao Qiu-lai
2006, 36(8): 92-94,88. doi: 10.13204/j.gyjz200608028
Abstract:
Rehabilitation of members by composite cover of wire mesh and polymer mortar is a new method of structural strengthening with the advantages of resistance to fire,corrosion and ageing.Two beam-column joints strengthened by composite cover of high str...
SUGGESTION ON STIRRUP OF REINFORCED CONCRETE DOWNSLAB-BEAM
Li Yu
2006, 36(8): 95-96. doi: 10.13204/j.gyjz200608029
Abstract:
In view of influence of reinforced concrete downslab-beam web stress state on structure safety,it is proposed a suggestion on stirrup of reinforced concrete downslab-beam and it is also listed the table of stirrup maximum spacings for common material...
INDUSTRIAL SPATIAL PATTERNS AND THEIR LANDSCAPE ECOLOGICAL CONSTRUCTION IN RURAL-URBAN FRINGES IN CHINA
Gong Zhao-xian
2006, 36(8): 97-99. doi: 10.13204/j.gyjz200608030
Abstract:
Based on the analysis of relationship between the industrial spatial patterns on rural-urban fringes and urban landscape ecological construction,it is argued that these patterns are the important factors to the landscape ecological systems on rural-u...