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

2012 Vol. 42, No. 10

Display Method:
STUDY ON THE DESIGN OF AUTOMOBILE INDUSTRIAL PARK UNDER THE PLATFORM SHARING STRATEGY
Wang Yu-ping, Lu Dan, Wang Li-ming
2012, 42(10): 1-4,77. doi: 10.13204/j.gyjz201210001
Abstract:
Taking the planning and design of Chery Automobile R & D Industrial Park for example,it was tried to start by the basic features of the auto industry platform sharing strategy, combine the park planning with the automotive industry,and display fully ...
PLANNING AND DESIGN OF SHANGQIU SOUTHEAST INDUSTRIAL PARK BASED ON NEW ECONOMIC CONTEXT
Yang De-jin, Yun Ying-xia, Niu Hui-cong
2012, 42(10): 5-8. doi: 10.13204/j.gyjz201210002
Abstract:
Industrial culture tourism is becoming the hot pot gradually as an emerging forms of economics.By emphasizing the exploitation and heritage of industrial culture in the development of industrial culture tourism of industrial park,acculturation of the...
GREEN INDUSTRIAL BUILDING DESIGN OF CAOFEIDIAN ENVIRONMENTAL PROTECTION INDUSTRIAL PARK
Song Shi-jun, Liu Jia, Le Jia-long
2012, 42(10): 9-13. doi: 10.13204/j.gyjz201210003
Abstract:
By the introduction to Caofeidian Environmental Protection Industrial Park,the significance and profit of the environmental protection and the green ecology technique were analyzed,which could promote the use and expansion of the green industrial bui...
GREEN BUILDING'S DESIGN OF NOKIA BDA HEAD OFFICE
Wen Da-quan, Zhao Feng, Zhang Chao-peng, Lv Hai-bo
2012, 42(10): 14-17. doi: 10.13204/j.gyjz201210004
Abstract:
It was discussed the questions during the process of design for the Nokia Head Office.These questions included how to take full advantage of natural light and natural ventilation to cut down architectural cost with green architecture design methods o...
PLANNING AND DESIGN OF NEW KUNMING AIRPORT FREIGHT AREA
Liu Xin-li
2012, 42(10): 18-20. doi: 10.13204/j.gyjz201210005
Abstract:
Taking the design of the freight station of Kunming New Airport for example,it was illustrated the design ideas for a modern freight station in complicated mountain areas; and explored how to combine perfectly the process flow with customs supervisio...
THE CONSERVATION AND REUSE OF INDUSTRIAL HERITAGES BASED ON CREATIVE INDUSTRIES
Fan Jian-hong
2012, 42(10): 21-24. doi: 10.13204/j.gyjz201210006
Abstract:
By analyzing the value of reuse of industrial buildings,the paper presents that connecting the creative industry with industrial heritages is the best way to protect and reconstruct old industrial buildings,continue the historic context,shape a city'...
A STUDY ON INDUSTRIAL HERITAGE RECONSTRUCTION MODE ON THE BASIS OF"CLUE RECONSTRUCTION"
Lou Ying-hao, Zhu Xiao-qing, Wang Zhu
2012, 42(10): 25-29. doi: 10.13204/j.gyjz201210007
Abstract:
Regional industrial heritage is the expression of industry context in a particular era as well as the culture display of specific technology clues and process.The preservation and redevelopment of industrial heritages include not only the inheriting ...
RECONSTRUCTION OF AN UNIVERSITY'S OLD BUILDINGS
Li Yan, Yuan Kun, Chen Lin
2012, 42(10): 30-33. doi: 10.13204/j.gyjz201210008
Abstract:
The old buildings of universities have witnessed the development of China 's higher education and the history of the universities.The rational transformation and utilization of them not only can save the resources but also can retain some traces of t...
THE RENOVATION DESIGN OF WORKMEN'S VILLAGE'LIFE HALL IN TIEXI DISTRICT OF SHENYANG
Zhang Dong-xu, Yang Chun, Chen Lei
2012, 42(10): 34-37,46. doi: 10.13204/j.gyjz201210009
Abstract:
Taking the renovation of workmen's village'life hall in Shenyang as an example,it was attempted to discuss the protection and utilization of the buildings of industrial heritage in workmen's villages.After the investigation and analysis,the project's...
RESEARCH ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS AFTER THE ACTION OF SUSTAINED LOAD
Zhang Jian, Diao Bo, Xi Jie
2012, 42(10): 38-41. doi: 10.13204/j.gyjz201210010
Abstract:
Reinforced concrete structures in service are usually with cracks and subjected to the service load,the hysteretic behavior of reinforced concrete structures with sustained eccentric loads and cracks needs to be investigated.The 28 d cured reinforced...
CALCULATION OF BEARING CAPACITY OF ECCENTRICALLY LOADED CONCRETE-FILLED GFRP TUBULAR LONG COLUMNS
Guan Hong-bo, Wang Qing-xiang
2012, 42(10): 42-46. doi: 10.13204/j.gyjz201210011
Abstract:
A total of 15 concrete-filled glass fiber reinforced polymer(GFRP) tubular columns were tested and the specimens were divided into two groups.One group consisted of 6 specimens considering the eccentricity changes,the other consisted of 9 specimens c...
EXPERIMENTAL RESEARCH ON DYNAMICAL PROPERTIES OF HRBF500 RC BEAM AFTER FIRE AND NUMERICAL MODELING OF TEMPERATURE FIELD
Wang Quan-feng, Qiu Yi, Xu Yuye, Wang Ling-yun, Chen Fan
2012, 42(10): 47-52. doi: 10.13204/j.gyjz201210012
Abstract:
The hot rolled bar of fine grains 500 MPa is a new material which has high strength and good ductility.For promoting its application,through the flame test,the fire behavior of HRBF500 reinforced concrete beams was studied in fire,under the ISO834 st...
CALCULATION METHOD OF FLEXURAL SECOND-ORDER EFFECT FOR RC ECCENTRICALLY COMPRESSED MEMBER
Tong Yue-sheng, Tong Shen-jia
2012, 42(10): 53-57,88. doi: 10.13204/j.gyjz201210013
Abstract:
In design the structural analysis is conducted to determine the internal forces of member,for unbraced structure the gravitational second-order effect due to structural sidesway and flexure of member must be considered, for braced structure the sides...
SEISMIC PERFORMANCE ANALYSIS OF HRB400 HIGH-STRENGTH REINFORCED CONCRETE COLUMNS
Han Yan, Zhou A-li
2012, 42(10): 58-62. doi: 10.13204/j.gyjz201210014
Abstract:
Based on experiment study of HRB400 high-strength reinforced concrete columns under compressingbending loads,the nonlinear finite element program ABAQUS was employed to simulate the tested columns.The influence of dilation angle,viscosity parameter a...
STUDY ON PLASTIC-DAMAGE SEISMIC MODEL FOR REINFORCED CONCRETE FRAMES
Fan Chang-lin, Shi Zhi-qiang
2012, 42(10): 63-66,125. doi: 10.13204/j.gyjz201210015
Abstract:
A plastic-damage model for reinforced concrete frames was developed based on the classical plastic model and the continuum damage model.The plastic-damage constitutive law was implemented into a beam model for framed structures,in which these were de...
INVESTIGATION OF DAMPING MATRICES ACCURATE ESTIMATION OF CABLE-STAYED BRIDGES BASED ON NON-PROPORTIONAL DAMPING
Bu Zhan-yu, Ding Yong, Xie Xu, Huang Jian-yuan
2012, 42(10): 67-71,149. doi: 10.13204/j.gyjz201210016
Abstract:
The damping makeup of cable-stayed bridges is complicated.It is a tough work to determine the damping matrices accurately.On the assumption of the damping coefficients of substructures in cable-stayed bridge (such as girder,tower,cable and support et...
COMPARISON STUDY ON THE VERTICAL CAPACITY OF THE VERTICAL PILE FOUNDATION AND INCLINED PILE FOUNDATION
Li Long-qi, Luo Shu-xue, Xu Zhi-yan
2012, 42(10): 72-77. doi: 10.13204/j.gyjz201210017
Abstract:
Taking the Hanjiang Bridge pile foundation project of Xiamen-Shenzhen Passenger Dedicated Line as the background,static load model test was adopted to study the load-settlement and pile's stress ratio characteristics of vertical pile foundation and i...
COMPARATIVE TEST RESEARCH ON UPLIFT PILE AND COMPRESSIVE PILE IN LOESS GROUND
Luo Shao-feng, Yang Wen-xing
2012, 42(10): 78-82. doi: 10.13204/j.gyjz201210018
Abstract:
Based on the vertical-compressive load and uplift load test of four bored piles with same diameter and length in the same ground,the bearing capacity and displacement behavior of uplift piles and compressive piles in loess ground were discussed.The r...
FIELD TEST RESEARCH ON DYNAMIC REPLACEMENT FOR TREATMENT OF SOFT SUBSOIL
Li Hui-ling, Xu Yu-sheng, Hu Rong-hua
2012, 42(10): 83-88. doi: 10.13204/j.gyjz201210019
Abstract:
It was introduced a project case concerning the ecological landscape shoreline repairing and the soft soil ground improvement of Shenzhen Gulf,in which through the field test of dynamic replacement,the law of change of rammed subsidence,the replaceme...
ANALYSIS OF EXCAVATION RETAINING DESIGN AND MONITORING FOR TWO ADJACENT FOUNDATIONS
Li Su-chun, Yuan Yun-tao
2012, 42(10): 89-94. doi: 10.13204/j.gyjz201210020
Abstract:
The nearest net distance between the Trust Edifice and Tianxiang Building is 0. 38 meters in complex environment,the excavation was deep and there were different excavation conditions.The bored cast-in-place pile with prestressed interior support wer...
EXPERIMENTAL STUDY ON BOND-SLIP PERFORMANCE OF CORRODED REINFORCED CONCRETE
Liang Yan, Luo Xiao-yong, Xiao Xiao-qiong, Zhang Yan-fang
2012, 42(10): 95-100. doi: 10.13204/j.gyjz201210021
Abstract:
Based on pull-out test of 20 reinforced concrete specimens with different corrosion rate,their failure patterns,r elationship between bonding strength and slippage,variation laws of bonding strength and slippage were studied,and calculating formula f...
EXPERIMENTAL STUDY ON CONNECTION PROPERTY OF JOINTS OF PULLEY-CLIP SUPPORTING FRAME
Yang Wei-jun, Yang Yong-da, Yang Shu
2012, 42(10): 101-107. doi: 10.13204/j.gyjz201210022
Abstract:
It was designed an experiment on semi-rigid horizontal force joints of pulley-clip supporting frame through three groups of specimens.By the analysis of experimental phenomena and data as well as the comparisons with joints rigidity of steel tubular ...
EXPERIMENTS AND FEM ANALYSIS FOR BEARING CAPACITY OF ARCH SUPPORT PORTALFRAME
Yan Qi-wu, Huang Wei, Yang Cheng-xi, Yang Di-rou, Chen Jie-gang
2012, 42(10): 108-112. doi: 10.13204/j.gyjz201210023
Abstract:
In order to determine the bearing capacity of single arch support inner portalframe,experiments on the bearing capacity of single arch support portalframe and nonlinear FEM analysis of the bearing capacity of single arch support portalframe and singl...
INTRODUCTION TO PROPOSALS FOR INTERNATIONAL DESIGN COMPETITION FOR SHENZHEN UNIVERSIDE SPORTS CENTRE
Guo Man-liang, Huang Chao-jie, Ling Jiang, Xiao Ming
2012, 42(10): 113-119,82. doi: 10.13204/j.gyjz201210024
Abstract:
It was summarized special commenting-selecting,outstanding and final choose,and proposal modification from proposals of international design competition for Shenzhen Universide Sports Centre.The concept design was emphasized and introduced for challe...
EXPERIMENTAL STUDIES ON BEHAVIOR OF EXPANSIVE CONCRETE-FILLED SQUARE STEEL TUBE COLUMNS UNDER ECCENTRICALLY COMPRESSED LOAD
Lu Fang-wei, Xiong Yong-hua, Wang Xiang
2012, 42(10): 120-125. doi: 10.13204/j.gyjz201210025
Abstract:
Square expansive concrete-filled steel tubes (ECFT) are a sort of optimization design for concrete-filled steel tubes (CFT) .Tests on 18 eccentrically compressed square ECFT specimens were carried out.The mechanical behavior of the members under ecce...
STATIC TENSILE LOADING EXPERIMENT AND FINITE ELEMENT ANALYSIS OF DIAPHRAGM-THROUGH JOINT OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN
Rong Bin, Chen Zhi-hua, Yang Nan, Miao Ji-kui
2012, 42(10): 126-133. doi: 10.13204/j.gyjz201210026
Abstract:
Static tensile loading experiment and nonlinear finite element analysis were carried out to study mechanical properties and failure modes of diaphragm-through joints of concrete-filled square steel tubular column.With comparison between experimental ...
EXPERIMENT STUDY ON BEARING CAPACITY OF PERFORATED STEEL PLATE SHEAR CONNECTORS
Ji Xiao-lian, Liu Yang-jun, Wu Yao-hua
2012, 42(10): 132-136,52. doi: 10.13204/j.gyjz201210027
Abstract:
Structure behavior of composite member depends largely on performance of shear connector.In this paper, shear connector formed by rectangular steel with two holes,applicable to composite beam in building structure,was presented.Failure modes and infl...
RESEARCH ON BRACE-FRAME JOINTS OF HIGH-RISE STEEL STRUCTURES
Meng Xian-de, Long Ping, Zhang Xin, Hu Xin-wei, Zhao Xu-qian
2012, 42(10): 137-141. doi: 10.13204/j.gyjz201210028
Abstract:
One typical brace-frame joint usually used in the high-rise steel structures was researched by the mechanics analysis and numerical analysis method in the paper.Based on the mechanics analysis,the defect of bearing capacity was discussed.Finite eleme...
ANALYSIS AND DESIGN OF THE INDUSTRIAL MILL BUILDING OF RC COLUMN-STEEL BEAM ROOF
Jia Yuan-lin, Zhu Xuan
2012, 42(10): 142-145,94. doi: 10.13204/j.gyjz201210029
Abstract:
RC column-steel beam structures system differed from mature architecture,used RC column as vertical member and lightweight steel beam as roof element with benefits of the structural systems relative to both the big span of gabled frames and the econo...
THE ULTIMATE LOAD-BEARING CAPACITY OF TIMBER COLUMNS STRENGTHENED WITH CFRP UNDER ECCENTRIC LOAD
Ouyang Yu, Wang Wei, Gong Yong, Liu Neng-ke
2012, 42(10): 146-149. doi: 10.13204/j.gyjz201210030
Abstract:
Based on the test results of three timber columns strengthened with CFRP and one contrast column without CFRP under eccentric loading,the load-bearing capacity,ductility and failure modes of the columns were compared and analyzed.combining the previo...
CONSTRUCTING AND MONITORING OF RECTIFICATION AND REINFORCEMENT OF A MULTIFUNCTIONAL BUILDING OF AN ELEMENTARY SCHOOL
Yin He-ping, Xie Zhong-you
2012, 42(10): 147-152,161. doi: 10.13204/j.gyjz201210031
Abstract:
Rectification and reinforcement of buildings are an unordinary task with demanding technique and high risk,and no independent theoretical systems have been constituted.To explore the mechanism and construction methods of rectification and reinforceme...
RESEARCH ON THE BEARING CAPACITY AND REINFORCEMENT METHOD OF IN-SERVICE DAMAGED BRICK CHIMNEY
Zhang Shi-qian, Chen Zong-ping, Xu Jin-jun, Wang Ni
2012, 42(10): 153-158,100. doi: 10.13204/j.gyjz201210032
Abstract:
A number of brick chimneys have served for about 30 years.Due to their performance serious degradation and the relatively low level of construction,the normal safety of the brick chimneys is concerned in subsequent service life.So a damaged brick chi...
DETECTION APPRAISAL AND TREATMENT OF OVERALL RISING OF A BASEMENT
Sun Bin, Yang Jiang-hong
2012, 42(10): 159-161. doi: 10.13204/j.gyjz201210033
Abstract:
A building was framed structure consisting of one undergound floor and three surface floors,whose total height was 15. 90 m,and total floor area being 7 800 m2 .An overall rising of its basement was produced and different degrees of damages occurred ...
ARCHITECTURE DESIGN FOR AUTOMOBILE PLATE COLD ROLLING MILL
Dong Xiu-yun, Li Yue-jun, Wang Hong
2012, 42(10): 162-165. doi: 10.13204/j.gyjz201210034
Abstract:
Design of industrial architecture should apply new theory,new technology and new material to create novel style under the precondition of fulfilling process requirements and presenting nature of an enterprise.Nowadays, design of architecture is devel...
APPLICATION OF VIBRO REPLACEMENT STONE COLUMN-PLAIN CONCRETE PILE COMPOSITE FOUNDATION IN TREATMENT OF THE NEWLY RECLAIMED KARST AREA
Gong Xiao-tao, Zhang Zhi-hao, Ma Lin, Yang Song
2012, 42(10): 166-170. doi: 10.13204/j.gyjz201210035
Abstract:
Taking a project in Dalian for example,it was analyzed the characteristics and difficulties of the ground improvement in newly reclaimed complex karst areas,i t was proposed a the workable,more innovative composite foundation improvement method: comp...
EXPLORE ON THE FIRE RECONSTRUCTION OF THE SUSPENDED WOODEN BUILDING IN THE NORTHWEST GUANGXI
Ye Yan-bing
2012, 42(10): 171-174,170. doi: 10.13204/j.gyjz201210036
Abstract:
National ethnic minority villages in the Northwest Guangxi hardest hit by the fire,there are often a major fire and it is difficult to control.Lacking fire prevention of the suspended wooden building is one of the main reasons, this article describes...
INFORMATION INTEGRATION AND COLLABORATIVE COMPUTATION FOR COMPLEX STRUCTURAL MODEL
Liu Zhao-qiu, Li Yung-ui, Liu Hui-peng, Qi Hu
2012, 42(10): 175-179. doi: 10.13204/j.gyjz201210037
Abstract:
When dealing with the complex structural model, the commercial finite element software is usually considered inefficient and can not be able to represent the engineering concepts well.According to BIM technology and its principles of information inte...