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. 9

Display Method:
PRESERVATION OR DEMOLITION OF INDUSTRIAL BUILDINGS IN SHOUGANG INDUSTRIAL AREA
Hu Yan, Pan Mingshuai
2010, 40(9): 1-4,10. doi: 10.13204/j.gyjz201009001
Abstract:
Shougang Group has been moved out in recent years.It is an important problem that how to deal with the industrial buildings.According to the survey of the buildings in Shougang Industrial Area,the buildings were classified into three types,and it was...
SEARCH AFTER THE ART EXPRESSION OF LANDSC APEARCHITECTURE GROUP IN CBD:ANALYSIS OF DESIGN SCHEME OF LANDSC APEARCHITECTURE GROUP ON QIYUAN RESEARCH BASE
Ai Hongbo, Hao Ling
2010, 40(9): 5-6,31. doi: 10.13204/j.gyjz201009002
Abstract:
It was presenlted the beneficial search after the art design of landscape architecture group in a central business district(CBD) from planning and organization of the general plan,design of spatial landscape and modelling of integral facade,according...
THE APPLICATION OF THEORY OF GREEN URBAN DESIGN IN INDUSTRY PARK PLANNING AND DESIGN
Song Jie, Zhou Bo
2010, 40(9): 7-10. doi: 10.13204/j.gyjz201009003
Abstract:
The industry park planning has entered the period of toward ecological and harmonic development in China,but the study on interrelated planning theory and method still is in start-up periods. This text points out using principles of green urban desig...
CONSTRUCTING STRATEGY OF CONTEMPORARY INDUSTRIAL PARKS BASED ON TRADITIONAL CULTURE: CASE STUDY ON DESIGN AND PLANNING OF ANHUI DONFENG MECHANICAL AND ELECTRICAL NEW FACTORY
Wu Yunfa
2010, 40(9): 11-13,16. doi: 10.13204/j.gyjz201009004
Abstract:
Industrial buildings,as a part of an urban component,have been treated as the edge area in the architectural design area for a long time. The traditional culture is input to soften the edge of people and machine, thus bringing humanistic care to the ...
DESIGN OF GREEN INDUSTRIAL BUILDINGS FOR SUBSTATIONS
Wang Hong
2010, 40(9): 14-16. doi: 10.13204/j.gyjz201009005
Abstract:
It is introduced some specific measures to carry out the design concept of sustainable development in the engineering design of Zhengzhou 110kV Yaozhai Substation Project and Moving Jinghan Microwave Station Project from several aspect of optimizing ...
A BRIEF TALK ON ANNEX DESIGN OF AN INDUSTRIAL WORKSHOP
Shi Feng
2010, 40(9): 17-19. doi: 10.13204/j.gyjz201009006
Abstract:
This thesis briefly introduces architectural features of industrial workshops,and points out the trend of diversified design style for modern industrial workshops.On the basis of the authors engineering experience,this thesis further discusses the co...
PRIMARY EXPLORATION OF LANDSCAPE VALUE OF INDUSTRIAL FACILITIES
Li Dawei, Song Tingwei, Zhang Hong
2010, 40(9): 20-22,47. doi: 10.13204/j.gyjz201009007
Abstract:
This article analyses the characteristics and landscape attribute of industrial facilities and furthermore it explains the landscape value of industrial facilities from the two aspects of aesthetic value and social value. This article widens designin...
PLANNING AND DESIGN OF SMALL AND MEDIUM ENTERPRISE(SME) PARKS IN HANDAN
Dong Jie, Su Jihong, Tian Fang
2010, 40(9): 23-25,19. doi: 10.13204/j.gyjz201009008
Abstract:
In our country,industrial parks acting as the growing pole of regional economic development bring cities good economic benefit,and even are regional symbol projects. However,it is because of environmental pollution,the lack of public services and few...
INSPIRED BY THE CONSTRUCTION DESIGN OF WATER SOURCE BRANCH OF YANGZHOU NO.5 WATER WORKS
Li Tao, Zheng Zhiyan
2010, 40(9): 26-27,36. doi: 10.13204/j.gyjz201009009
Abstract:
In the case where the building orientation and the land surrounding have not sufficient connections,how to plan and organize the environment and space orderly in order to meet the requirements of manufacturing? How to make a large number of plants bu...
RESEARCH ON QUASI-STATIC TEST OF REINFORCED CONCRETE SHEAR WALLS WITH DIFFERENT SHEAR-SPAN RATIO
Li Bing, Li Hongnan
2010, 40(9): 32-36. doi: 10.13204/j.gyjz201009011
Abstract:
Quasi-static test of three reinforced concrete shear walls are carried out under low cyclic repeated loading. The relationship between force and displacement is obtained. Through comparing the destructed behaviors and grades of the walls under differ...
EXPERIMENTAL STUDY ON THE ANTI-SEISMIC BEHAVIOR OF NEW TYPE SLIT HOLLOW DISSIPATING ENERGY SHEAR WALL OF REINFORCED CONCRETE
Yang Dejian, Song Lei
2010, 40(9): 37-40. doi: 10.13204/j.gyjz201009012
Abstract:
the new type slit hollow shear wall of reinforced concrete is a carrying structure of anti-seismic and energy conservation.Through the experiment of three shear wall components,it was analyzed the failure mode,failure mechanism and deformation featur...
EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR
Yang Weijun, Zhang Zhenhao, Liu Chenwei
2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013
Abstract:
Stiffening ribbed hollow pipe cast-in-place reinforced concrete girderless floor is a new style hollow girderless floor system. Model experimental research on simply-supported floor has been done on this new kind of floor system. The experiment resul...
EXPERIMENTAL STUDY ON SEISMIC BEHAVIORS OF SRC COLUMN-RC BEAM HYBRID JOINTS
Huang Qunxian, Guo Zixiong, Liu Yang
2010, 40(9): 48-52. doi: 10.13204/j.gyjz201009014
Abstract:
Low cyclic loading tests were carried out for six SRC column-RC beam hybrid joints to investigate the effect of strength ratio of joint to beam j on the failure modes of specimens.The longitudinal reinforcement ratio of beam and stirrup ratio of join...
BEHAVIOR OF INTERIOR JOINTS FOR REINFORCED CONCRETE FRAME WITH DIFFERENT DEPTH BEAMS
Pan Yuan, Xing Guohua, Wu Tao, Liu Boquan
2010, 40(9): 53-57. doi: 10.13204/j.gyjz201009015
Abstract:
Ten specimens of reinforced concrete interior joints with different depth beams were tested under reversed cyclic loading. The experimental study was conducted that focused on the failure characteristics and layer deformation capacity of beam column ...
STUDY ON THE SETTLEMENT LAW OF THE COMPOSITE GROUND UNDER A FLEXIBLE FOUNDATION
LüWenzhi, Li Chunzhi, Yu Jianlin, Liu Chao
2010, 40(9): 58-65,57. doi: 10.13204/j.gyjz201009016
Abstract:
The theory lags far behind the engineering practice,though the composite ground under flexible foundation has been widely applied to several engineering fields,such as embankments of highway and railway,dams,tailing dams,stack yards.Combined with the...
FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH
Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei
2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017
Abstract:
The in-situ loading test was performed and the experimental data were used to verify the computational results from the finite element methods,which showed that the finite element program was reliable.By virtue of numerical analysis,the failure proce...
APPLICATION OF FLAT DILATOMETER TEST TO DETERMINATION OF COEFFICIENT OF EARTH PRESSURE AT REST IN XI’AN LOESS FOUNDATION
Zhi Bin, Yang Gengshe, Feng Xiaoguang, Deng Botuan
2010, 40(9): 70-72. doi: 10.13204/j.gyjz201009018
Abstract:
According to the comparison of the flat dilatometer test results to those of laboratory test and through trial calculation,it was given empirical formula of applying flat dilatometer test to determine the coefficient of earth pressure at rest in Xian...
ANALYSIS ON THE CHARACTERISTICS AND GENESIS OF CRACKS OF DRY-TYPE RED MUD YARD
Rao Pingping
2010, 40(9): 73-76,87. doi: 10.13204/j.gyjz201009019
Abstract:
It was the first time to use Bayers dry-type storage of red mud in the yard-type flat at home by Guangxi Aluminum Company,which caused the problem of cracks to some extent through on-site spot survey of No. 2 pool by geological compass,theodolite,lea...
MECHANICAL PROPERTIES OF STEEL FIBER AND POLYPROPYLENE FIBER REINFORCED REACTIVE POWDER CONCRETE
Yang Zhaopeng, Bi Qiaowei, Wang Hui
2010, 40(9): 77-79. doi: 10.13204/j.gyjz201009020
Abstract:
Two kinds of fibers i. e. steel fiber with high elastic modulus and polypropylene fiber with low elastic modulus,have been added to the reactive powder concrete(RPC) in order to improve its mchanical properties. In this paper,it is studied the impact...
FURTHER STUDY ON CHLORIDE ION DIFFUSION PROPERTIES IN CONCRETE
Sun Congtao, Niu Ditao
2010, 40(9): 80-83. doi: 10.13204/j.gyjz201009021
Abstract:
The corrosion of reinforcing bar induced by chloride ion is the main reason for the properties degradation of concrete structures under the chloride erosion environment,at present,the study on chloride ion diffusion properties almost takes free chlor...
EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB HIGH-STRENGTH STEEL BARS IN CONCRETE AFTER HIGH TEMPERATURE
Niu Xiangyang, Wang Quanfeng, Xu Yuye, Yang Yongxin, Luo Yi, Hu Ling
2010, 40(9): 84-87. doi: 10.13204/j.gyjz201009022
Abstract:
Based on 45 HRB high-strength steel bar specimens pull-out tests after high temperature,it is studied that the bond-anchorage properties of high-strength steel bars and the main factors influencing the bond capacity between high-strength steel bars a...
EFFECT OF LONGITUDINAL REINFORCEMENT RATIO ON SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS
Yang Zhuoqi, Luo Lin, Wang Qizhi
2010, 40(9): 88-81,96. doi: 10.13204/j.gyjz201009023
Abstract:
The parameters influencing the shear strength of reinforced concrete beams are various,the test data used to study the effect of longitudinal reinforcement ratio alone on shear strength of the beams is inadequate and biased although the whole databas...
ANALYSIS OF SUPPORTING STRUCTURES DURING THE EXCAVATION PROCESS OF UNDERGROUND SPACE
Bian Jin, Tao Lianjin, Wang Wenpei, Zhang Bo
2010, 40(9): 92-96. doi: 10.13204/j.gyjz201009024
Abstract:
It is very important for the variation of internal forces of supporting structure during the excavation process of underground space. In this paper,modeling the excavation process of Beigongmen Subway Station was done with the calculation software FL...
DESIGN OF SUPPORTING SCHEME AND CONSTRUCTION MONITORING FOR SUPER LARGE DEEP EXCAVATIONS
Ma Jian
2010, 40(9): 97-100. doi: 10.13204/j.gyjz201009025
Abstract:
The supporting design,construction and monitoring scheme of a supper larger deep excavation in Jiangsu are introduced. Information construction technique is adopted for strict protection requirement of the surroundings, and full and all course monito...
APPLICATION OF COMBINED SUPPORTING TECHNOLOGY WITH SOIL NAILING WALL AT UPPER PART AND RETAINING PILES AT LOWER PART
Wu Yongmei, Yu Xinjian, Tan Fusheng, Chen Guohui
2010, 40(9): 101-104. doi: 10.13204/j.gyjz201009026
Abstract:
The undergrand pool is deep foundation pit in the sewage treatment station and heat exchange station in new developed area of Handan Steel Iron Co.Ltd,the excavation is 13.7 m and 13.5 m deep respectivly.the excavation has rich groundwater and with c...
RESEARCH DEVELOPMENTS IN FATIGUE BEHAVIOUR OF WELDED CAST STEEL JOINTS IN TUBULAR TRUSSES
Peng Yang, Tong Lewei, Zhao Xiao-Ling
2010, 40(9): 105-109,110. doi: 10.13204/j.gyjz201009027
Abstract:
Welded tubular joints are often used as the main structural components in road and railway infrastructure, offshore platforms and supporting frames of wind turbines,where fatigue is a major concern. Cast-steel joints become an attractive solution to ...
STUDY ON SEISMIC BEHAVIOR OF COMPOSITE FRAME WITH SRC COLUMNS AND STEEL BEAM
Li Fengge, Zhao Gentian
2010, 40(9): 111-114,110. doi: 10.13204/j.gyjz201009028
Abstract:
Based on experiment of two pieces of frames with SRC columns and steel beam umder low-reversed cyclic loading,hysteresis behavior,ductility,energy dissipation and rigidity degeneration are studied. The ultimate loading capacity of the composite frame...
EXPERIMENTAL RESEARCH ON STATICAL BEHAVIOR OF LIGHT-STEEL PORTAL FRAME
Xu Yong, Lin Xiangen, Tong Lewei, Cheng Xin
2010, 40(9): 115-119,124. doi: 10.13204/j.gyjz201009029
Abstract:
Two single-span portal frames were designed to make statical test.The loads were two kinds of combinations:1.20 permanent load + 1.40 variable load,1.20 permanent load + 1.40 variable load + 1.40 0.60 wind load.The internal force and displacement in ...
EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CS SANDWICH PANELS
Zhao Fenghua, Du Jianming
2010, 40(9): 120-124. doi: 10.13204/j.gyjz201009030
Abstract:
Based on the test of flexural behavior of CS sandwich panels ( CSSPs),this paper mainly studies the effects of fabric reinforcement on the flexural and the crack resistance behavior of CS sandwich panels. The experiments show that CSSPs have excellen...
ENCLOSURE DESIGN OF A DEEP EXCAVATION IN XINING
Zhi Bin, Qi Mingjun, Qiu Jisheng
2010, 40(9): 125-127. doi: 10.13204/j.gyjz201009031
Abstract:
The engineering geological conditions and environment of a deep excavation in Xining is very complicated.Based on the elementary theory and interrelated codes of deep excavations,a demonstration is carried out for the enclosure scheme,the anchor bar ...