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

2010 Vol. 40, No. 11

Display Method:
THE STUDY ON DIFFUSION PERFORMANCE OF CHLORIDE ION IN CONCRETE UNDER COUPLING ACTION OF DYNAMIC LOAD AND ENVIRONMENT
Wang Caihui, Sun Wei, Jiang Jinyang, Sun Guowen, Ye Bangtu, Han Jiande
2010, 40(11): 1-5,31. doi: 10.13204/j.gyjz201011001
Abstract:
The diffusion performance of chloride ion in concrete under the coupling action of dynamic load and environment was researched by a new set of experimental mechanism.The experiment was composed of study on saturated performance of concrete,diffusion ...
DURABILITY OF STRUCTURAL CONCRETE UNDER THE EFFECT OF MULTI-FACTORS OF FATIGUE LOADING AND ENVIRONMENTAL FACTORS
Jiang Jinyang, Sun Wei, Li Wenting, Wang Jing
2010, 40(11): 6-8. doi: 10.13204/j.gyjz201011002
Abstract:
From the entire process of deteriorated performance of bending fatigue damage,combined with residual strain and accumulated energy release,the second linear and steadily developing phase was described,which almost occupies 80% of the whole fatigue li...
EXPERIMENTAL RESEARCH ON HIGH PERFORMANCE CONCRETE FOR BOX GIRDERS OF HIGH SPEED RAILWAY
Wu Zhigang, Shi Yan, Zhang Li, Hao Tinyu, Hou Xueli, Tu Yubo
2010, 40(11): 9-12. doi: 10.13204/j.gyjz201011003
Abstract:
This paper selects 4 factors(mass of binder,proportion of fly ash(FA),proportion of Granulated blast furnace slag(SL),water to binder ratio(W /B)) and 3 levels for each factor,then an orthogonal test table(L9(34)) is used to respectively analyse the ...
ANALYSIS FOR TEMPERATURE RISING OF CRTS Ⅱ TRACK BOARD CONCRETE FOR HIGH-SPEED RAILWAY
Tu Yubo, Hao Tingyu, Wu Zhigang, Liu Junyuan, Mei Minghu, Su Bo
2010, 40(11): 13-14,12. doi: 10.13204/j.gyjz201011004
Abstract:
By analyzing the process of temperature rising CRTSⅡ track board concrete in the conditions of different construction ambient temperature,different mineral admixture,and different concrete mix,it is put forward the measures for speeding up the tensio...
AN STUDY ON APPLICATION OF HIGH EARLY STRENGTH ADMIXTURES IN RAILWAY PRESTRESSED CONCRETE
Wu Zhigang, Duan Fengtao, Hou Xueli, Hao Tingyu, Tu Yubo, Li Wenzhong
2010, 40(11): 15-17. doi: 10.13204/j.gyjz201011005
Abstract:
It is studied the influence of fly ash,granulated blast furnace slag and high early admixtures on compressive strength of concrete.The results of experiments show that high early admixtures can promote the early strength and the elastic modulus to sa...
EXPERIMENTAL RESEARCH ON HRBF500 HIGH STRENGTH RC BEAMS FOR HIGH SPEED RAILWAY UNDER FATIGUE LOADING
Wang Xinling, Chen Qingping, Du Lin
2010, 40(11): 18-21,26. doi: 10.13204/j.gyjz201011006
Abstract:
The study on fatigue properties of HRBF500 high strength reinforced concrete structures is rarely reported.The two rectangle and two T-section HRBF500 R C beams are designed and produced.And the static loading and fatigue experiments are conducted on...
THE EXPERIMENTAL RESEARCH ON FATIGUE PERFORMANCE OF PRESTRESSED CONCRETE GIRDER WITH HRBF500 STEEL BAR FOR HIGH SPEED RAILWAY
Wang Xinling, Duan Hongwei, LüZhenya
2010, 40(11): 22-26. doi: 10.13204/j.gyjz201011007
Abstract:
In this paper,two high-strength prestressed concrete T girders with HRBF500 steel bar have been designed and made.To compare the measured values and the theoretical values of prestress losses,the measured values of prestress losses are more than its ...
EXPERIMENTAL RESEARCH ON HIGH TEMPERATURE PROPERTIES OF NORMAL STRENGTH HIGH PERFORMANCE CONCRETE
Peng Gaifei, Hao Tingyu, Li Baohua, Jiang Yuchuan
2010, 40(11): 27-31. doi: 10.13204/j.gyjz201011008
Abstract:
Tests were conducted on high temperature properties of normal strength high-performance concrete to explore its explosive spalling and mechanical properties at high temperature,to ensure satisfactory fire resistance of concrete structures.The results...
EFFECT OF CURING CONDITION ON STRENGTH OF CONCRETE WITH DIFFERENT CERAMSITE CONTENT
Kong Lijuan, Wu Zhigang
2010, 40(11): 32-35,42. doi: 10.13204/j.gyjz201011009
Abstract:
The strength development law of normal weight,combined aggregate and lightweight aggregate concretes as well as the internal relative humidity of concrete under different curing conditions were studied.The results show that,under outdoor natural curi...
RESEARCH ON GROWABLE AND CHANGABLE EDUCATIONAL BUILDINGS:A CONCEPTUAL DESIGN OF RECONSTRUCTION OF EDUCATIONAL BUILDINGS AFTER DISASTER
Zhou Yixin
2010, 40(11): 36-38,97. doi: 10.13204/j.gyjz201011010
Abstract:
The core idea of architectural design is the harmony betweenpermanentandchange.A locality can reach to an overallPermanentstate through itschange.The educational buildings rebuilt after disaster are local and provisional,yet nature and society before...
ANALYSIS OF PROSPECTS OF USING STRAW-BALES FOR RURAL DWELLINGS IN NORTH HENAN
Wang Cuixia, Zhang Aijun, Zhang Xiaodan
2010, 40(11): 39-42. doi: 10.13204/j.gyjz201011011
Abstract:
Solid clay bricks as the main building material were widely used in the rural dwellings in North Henan Province,but their production process destroys the land seriously and their energy consumption is so large,so there is a new research direction to ...
EXPLORATION OF COMPREHENSIVE UTILIAZTION OF INDUSTRIAL ARCHITECTURES AND PROCESS PRODUCTION ENERGY-SAVING
Song Linhua, Shao Zhuanji
2010, 40(11): 43-46. doi: 10.13204/j.gyjz201011012
Abstract:
It has been explored mainly the utilization measures for overall energy-saving of industrial architectoues and process production by taking external walls,doors,windows and roofs etc of industrial architectures for example,according to the anulysis o...
CHARACTERISTIC ANALYSIS OF INTERIOR JOINTS OF RC FRAME WITH DIFFERENT DEPTH BEAMS
Xing Guohua, Liu Boquan, Wu Tao, Lu Benyan
2010, 40(11): 47-50. doi: 10.13204/j.gyjz201011013
Abstract:
According to the experimental investigation on ten specimens of interior joints with different depth beams under low cyclic reversed loading,the failure process and failure patterns were obtained.The experimental study was conducted that focused on t...
STUDY ON SHEAR PERFORMANCE OF SRC-RC TRANSFER COLUMN WITH SHORT COLUMN FAILURE PATTERN
Wu Kai, Xue Jianyang, Zhao Hongtie
2010, 40(11): 51-54,64. doi: 10.13204/j.gyjz201011014
Abstract:
Shear failure occurs easily on SRC-RC transfer columns,which looks like failure pattern of short RC column,shear crack runs through the whole reinforced concrete.Shear pattern and failure mechanism are analyzed based on established shear model of SRC...
THEORETICAL STUDY ON TWO-WAY EFFECTS OF CONCRETE COMPOSITE SLAB WITH PRECAST PRESTRESSED RIBBED PANEL
Wu Fangbo, Huang Hailin, Chen Wei, Zhou Xuhong, Liu Biao
2010, 40(11): 55-58. doi: 10.13204/j.gyjz201011015
Abstract:
New type of two-way concrete composite slab with precast prestressed ribbed panel(including preparative holes in the rib) is put forward to solve the problems in traditional prestressed concrete composite floor.Based on the particular structural feat...
PERFORMANCE AND EVALUATION OF EXTERNAL PRESTRESSED CFRP TENDONS WITH A FOLD LINE LAYOUT
Yang Jiong, Ding Hanshan, Zhao Kai, Yang Zhaoguo
2010, 40(11): 59-64. doi: 10.13204/j.gyjz201011016
Abstract:
It was conducted the construction monitoring and load test of the national first highway concrete bridge externally prestressed with CFRP tendons,the test results show that concrete cracks can be eliminated or reduced significantly produced at the st...
EXPERIMENTAL STUDY ON SHEAR BEHAVIORS OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH PRE-STRESSED INCLINED STIRRUPS
Wang Tianwen, Li Meng Wang Ximing, Cao Lu
2010, 40(11): 65-69. doi: 10.13204/j.gyjz201011017
Abstract:
Based on the experiment of six simply supported reinforced concrete beams strengthened with pre-stressed inclined stirrups and one contrastive beam,the failure process was observed.The results indicate that the strengthened way used in this paper inc...
EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN
Mao Xiaofei, Yang junjie, Zhag Zhu
2010, 40(11): 70-74. doi: 10.13204/j.gyjz201011018
Abstract:
The shear carrying capacity experiment of Z-shaped column was carried out,through the synthetic analysis of both crack expanding condition and failure modes,the shear failure mechanism and shear failure law were studied,it was obfained the effect of ...
IN-SITU MONITORING AND ANALYSIS OF DEFORAMTION OF THE SUPPORT SYSTEM IN MULTI-ARCH TUNNEL
Ma Yongfeng, Zhou Dingheng, Cao Liqiao, Fang Shitao
2010, 40(11): 75-80. doi: 10.13204/j.gyjz201011019
Abstract:
Different from normal tunnel,the deformation characteristics of the multi-arch tunnel are more complex because of complex construction processes and many construction conversions.Based on the multi-arch tunnel project,the monitoring of support system...
EFFECT OF SOIL-WATER ION ACTION ON SOIL MECHANICAL BEHAVIOR
Wang Jun, Cao Ping
2010, 40(11): 81-84. doi: 10.13204/j.gyjz201011020
Abstract:
According to the distribution character of ion consistency in ground water and the purpose of changing soil strength,samplings of soil and ground water experiments were executed to carry through statistic and analysis of soil strength,which were made...
EFFECT OF GROUNDWATER DESIGN OF BUILDING FOUNDATION
Lei Xiaoyu, Yan Mingli, Shen Xuejing, Yan Xuefeng
2010, 40(11): 85-87. doi: 10.13204/j.gyjz201011021
Abstract:
Building foundation design includes the calculations of subgrade bearing capacity,subsoil deformation and foundation design.Bearing capacity is involved in the determination of base pressure pk and depth correction.Deformation calculation requires th...
RESEARCH ON THE AFTER-WORK SHALLOW REINFORCEMENT OPTIMIZATION TECHNOLOGY OF GRANULAR PILE COMPOSITE FOUNDATION
Ren Wenyuan, Zhang Aijun, Xie Dingyi
2010, 40(11): 88-92. doi: 10.13204/j.gyjz201011022
Abstract:
The main destruction forms of granular-pile composite foundation is destruction of bulging,and bulging damage is mainly due to the inadequate maintenance of the shallow soil between piles,and the bearing capacity of the soil between piles itself depe...
DYNAMIC RESPONSE OF KIRCHHOFF PLATE ON TWO-PARAMETER ELASTIC FOUNDATION UNDER MOVING RANDOM LOAD
Wang Zanzhi, Bao Naomin
2010, 40(11): 93-97. doi: 10.13204/j.gyjz201011023
Abstract:
Considering the movability and randomness together of the interference source,the dynamical response of an infinite Kirchhoff thin slab on two-parameter elastic foundation is studied.The theoretical solutions of the Greens function,pulse response fun...
EXPERIMENTAL STUDY AND QUANTITATIVE CHARACTERIZATION OF EFFECTIVE POROSITY IN CEMENT-BASED COMPOSITE MATERIALS
Sun Guowen, Sun Wei, Jiang Jinyang, Wang Caihui
2010, 40(11): 98-101. doi: 10.13204/j.gyjz201011024
Abstract:
The method of the second intrusion mercury in MIP is used to investigate the pore characteristics of hardened cement paste with water to cement ratio(w /c) 0.23,0.35 and 0.53 respectively,in order to research the quantitative relationship between tra...
PRESENT SITUATION AND DEVELOPMENT TREND OF WALL MATERIAL IN HUNAN
Lin tao, Yin feng
2010, 40(11): 102-104. doi: 10.13204/j.gyjz201011025
Abstract:
Through analyzing the development situation of the new walling material in Hunan,and aiming at the existing problems of new walling materia1,it is pute forward the development strategy and research direction,which provides an important guidance for t...
RELATED ISSUES OF ACCUMULATION HOISTING TECHNOLOGY OF LONG-SPAN LATTICE FRAMED STRUCTURE AT BEIJING INTERNATIONAL AIRPORT
Chen Shicai, Yan Weiming, Zhou Haiyang, Zou Jianlei
2010, 40(11): 105-110. doi: 10.13204/j.gyjz201011026
Abstract:
For the problems of different layers,different heights and the existence of dislocation,the accumulation-hoisting construction technology of unit assembly-unit lifting-integral assembly-integral lifting is proposed for Xinhua airlines hangar in Beiji...
EFFECT OF REDUCTIONISM SCIENTIFIC THOUGHTS ON CONCRETE TECHNOLOGY DEVELOPMENT
Qin Weizu
2010, 40(11): 111-115. doi: 10.13204/j.gyjz201011027
Abstract:
Today the leading position of two scientific thoughts has occupied by reductionism.It believes that any complex structure and phenomenon could be decomposed reduce to a number of elements,which separate each other,and do not change because of explici...
STUDY AND NEW DESIGN METHOD FOR CHEVRON-BRACED STEEL FRAMES
Li Yurong, Cai Kangfeng, Tang Yue
2010, 40(11): 116-121,130. doi: 10.13204/j.gyjz201011028
Abstract:
It is studied the seismic design of steel braced frames in which the braces are configured in a chevron pattern.Strength deterioration in post-buckling phase varies with the slenderness ratio of brace.Because the present chinese seismic code method f...
RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL
Zhang Jiayuan, Wu Yun, He Peng
2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029
Abstract:
Considering the characteristics of concrete-filled steel tube(CFST) tubular joints and comparing its endurance failure with hollow tubular joints,it is known that the fatigue failure mode of the two is basically the same.The method based on bilinear ...
STUDY ON MULTI-OBJECTIVE OPTIMIZATION DESIGN METHOD FOR SRC COLUMNS
Tao Qinglin, Zheng Shansuo, Hu Yi, Li Zhiqiang, Wang Fan
2010, 40(11): 126-130. doi: 10.13204/j.gyjz201011030
Abstract:
In order to study the suitable multi-objective optimization design method of components for composite structure,this paper takes the multi-objective optimization design of SRC columns as an example.According to the thoughts of engineering optimizatio...
EXPERIMENTAL RESEARCH ON TORSIONAL BEHAVIOR OF STEEL ENCASED CONCRETE MEMBERS UNDER COMBINED FORCE
Liang Shuting, Zhu Xiaojun, Zhang Genyu
2010, 40(11): 131-135. doi: 10.13204/j.gyjz201011031
Abstract:
In order to research the mechanic behavior of steel encased concrete members subjected to combined force.Experiments were conducted on five SRC beams with various ratios of torque to bending moment Loading process and failure modes of different speci...
WIND RESISTANT ANALYSIS AND REINFORCEMENT OF BAR NETTING OF LARGE LOW TEMPERATURE LNG STORAGE TANK
Yu Zhiqiang, Gai Dawei, Hu Zhiyong, Tang Desong
2010, 40(11): 136-140. doi: 10.13204/j.gyjz201011032
Abstract:
According to the construction technical characteristic of the large low temperature LNG storage tank,the large scale bar netting hardly shakes under the action of dynamic load of fluctuating wind load,which can easily cause the unstable failure of ba...
DEVELOPMENT TREND OF SKIN OF CONTEMPORARY ARCHITECTURES REFLECTED BY BUILDING FOF SHANGHAI EXPO
Tian Di
2010, 40(11): 141-144. doi: 10.13204/j.gyjz201011033
Abstract:
The diversity of skin design of buildings for Shanghai Expo has been shown by use of new material,ecological skin and multik-layer skin,according to the analysis of skin design of buildings for Shanghai Expo.It is explored the main characteristics an...