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

2011 Vol. 41, No. 8

Display Method:
INDUSTRIAL PLANNING AND SPATIAL CONSTRUCTION OF ENVIRONMENTAL INDUSTRY PARK UNDER THE BACKGROUND OF ECOLOGICAL CIVILIZATION
Zhang Pei, Cheng Fangxin, Tian Tao
2011, 41(8): 1-3,29. doi: 10.13204/j.gyjz201108001
Abstract:
It was compared different economic growth models from the views of industrial planning and spatial construction under the background of ecological civilization.Taking Zizhao Environmental Industry Park in Weinan as a case,it was explored the industri...
CONSTRUCTION STRATEGY OF CONTEMPOARY INDUSTRIAL PARKS BASED ON VITALITY MOULDING
Dong Jie, Su Jihong, Wang Shiyang, Zou Dan
2011, 41(8): 4-7. doi: 10.13204/j.gyjz201108002
Abstract:
In the light of the rapid progress of industrial parks,it is analysed the problems in the building process of industrial parks,and summed up the vitality moulding of industrial parks by using the research achievements in vitality moulding.It is put f...
DESIGN OF YANTAI GIS INDUSTRIAL PARK
Li Changhong, Zhang Xiaoyu
2011, 41(8): 8-10. doi: 10.13204/j.gyjz201108003
Abstract:
As the space carriers of industry,industrial park achieves mutual cooperation between industries by the full use of assembling effect of architecture.Taking Yantai GIS Industrial Park planning and design practice for example,this paper proposes the i...
STUDY ON CONSTRUCTION OF CAOFEIDIAN DIGITAL CITY
Xue Kai, Hong Zaisheng
2011, 41(8): 11-13. doi: 10.13204/j.gyjz201108004
Abstract:
The important significance of constructing Digital Caofeidian International Ecocity is firstly discussed.It is analysed the construction content of Digital Caofeidian.The implementation of the 1258 project completes the core of three levels of infras...
THE NEW VIEW ABOUT THE RELATIONSHIP OF WIND ROSE AND INDUSTRIAL LAND LAYOUT
Duan Degang, Tian Tao
2011, 41(8): 14-17. doi: 10.13204/j.gyjz201108005
Abstract:
The industrial land couldn't be arranged dogmatically by wind rose,down the main wind-direction or up the minimum wind-frequency.The industrial land layout should lay vertically and occupy windward wind in the areas with only one rotate direction of ...
THE RESEARCH ON REUSE OF THE HERITAGE OF INDUSTRIAL ARCHITECTURE AND LANDSCAPE IN GUANGZHOU
Di Rui, Huang Huaming
2011, 41(8): 18-21. doi: 10.13204/j.gyjz201108006
Abstract:
Guangzhou which is an important industrial city of China played an important role in the history of modern industrial civilization.Through the pectination of industrial landscape heritage in Guangzhou,and based on the successful experience in protect...
Guangzhou which is an important industrial city of China played an important role in the history of modern industrial civilization.Through the pectination of industrial landscape heritage in Guangzhou,and based on the successful experience in protecting and reusing the domestic and foreign industrial architectural landscape heritages,it was analyzed the the current situation and existing problems of protecting and reusing industrial architecture landscape heritage in Guangzhou,and also proposed the countermeasures for reuse and protection of industrial architecture and landscape heritages in Guangzhou.
Yan Jun, Xu Jianhe, Liang Zhiyao, Li Sumin
2011, 41(8): 22-23,33. doi: 10.13204/j.gyjz201108007
Abstract:
This paper takes Changsha North Railway Station in Hunan Province for example and launches the research by the qualitative and quantitative method.The research was carried on the investigation and survey on the field,the surveying drawings of present...
INVESTIGATION ON INDUSTRIAL ARCHITECTURE HERITAGE AND RECONSTRUCTION IN HARBIN AREA
Wu Weidong, Li Rui, Li Lianke
2011, 41(8): 24-29. doi: 10.13204/j.gyjz201108008
Abstract:
Harbin is the important industrial base in China.Today,the city is facing the structural adjustment of the economical industry,as well as the renovation,transformation and development of period.In the period of the study and design for preservation,r...
THE ENERGY-SAVING REFORM TECHNIQUES FOR THE OLD COAL-MINING INDUSTRIAL BUILDING IN JIXI
Han Fangyuan
2011, 41(8): 30-33. doi: 10.13204/j.gyjz201108009
Abstract:
Through analyzing the distribution of economic structure,it is indicated the possibility and the importance of the energy-saving reform for the old coal-mining industrial buildings in Jixi and makes pointed out the practical significance in the proce...
THE EXPERIMENTAL RESEARCH ON THE BENDING RESISITANCE OF SELF-COMPACTING CONCRETE DUAL-WAY SLABS
Meng Zhiliang, Sun Jianheng, Wang Libao
2011, 41(8): 34-37. doi: 10.13204/j.gyjz201108010
Abstract:
To study anti-bending properties of self-compacting concrete dual-way slabs,six self-compacting and two corresponding ordinary concrete dual-way slabs of two different strength grade are made.The results show that:1) the experimental data of limit lo...
EXPERIMENTAL STUDY ON MECHANICAL BEHAVIORS OF FLY ASH BLOCK WALLS RESTRICTED BY CONSTRUCTIONAL COLUMNS AND TOP-BEAM
Liu Yan, Xu Yuanfei, Zhang Hong
2011, 41(8): 38-41,100. doi: 10.13204/j.gyjz201108011
Abstract:
It is carried out the experiment of 4 different types of fly ash aeroconcrete blocks wall with restricting constructional columns under the cyclic loading,and the mechanical behaviors of this system such as failure characters,hysteretic behaviors and...
EXPERIMENT OF STUDY ON BFRP CONCRETE BEAMS' BENDING PROPERTIES
Huo Baorong, Zhang Xiangdong, Song Yang
2011, 41(8): 42-45. doi: 10.13204/j.gyjz201108012
Abstract:
Twelve concrete simple beams are made,the test of static load of the third point until failure being experienced and analysed,performances of the steels with different reinforcement ratios and reinforced concrete beams are studied.The results show th...
SHAKING TABLE TEST AND NUMERICAL SIMULATION OF THE ROOF IN ANCIENT TIMBER STRUCTURE
Zhao Hongtie, Zhang Fengliang, Xue Jianyang, Ma Hui, Zhang Xicheng
2011, 41(8): 46-48. doi: 10.13204/j.gyjz201108013
Abstract:
Taking the roof of the palace timber structure as the study object,it is studied the dynamic response of the roof by shaking table test and ANSYS numerical simulation,and obtained the maximal acceleration response under different conditions and the s...
RESEARCH ON VISCOUS DAMPERS APPLIED TO HIGH-RISE SHORT-LEG SHEAR WALLS STRUCTURES
Sun Jinkun, Guo Xiaokang, He Xin, Feng Yunping
2011, 41(8): 49-54,73. doi: 10.13204/j.gyjz201108014
Abstract:
Based on the study of seismic design of viscous dampers short-leg shear walls structure,it is summarized and improved the installment location and traditional calculation methods.It is put forward the method of distributing damping coefficient accord...
STUDY ON THE MICROSTRUCTURE OF STABILIZED EXPANSIVE SOILS USING ELECTRICAL RESISTIVITY MEASUREMENT
Zha Fusheng, Liu Songyu, Du Yanjun, Cui Kerui
2011, 41(8): 55-58,78. doi: 10.13204/j.gyjz201108015
Abstract:
An electrical resistivity method was introduced into the microstructure study on stabilized expansive soils and evaluated its effectiveness.The expansive soils were stabilized with lime and flyash,the horizontal and vertical electrical resistivity we...
HIGH-ORDER FINITE DIFFERENCE MODELING OF RAYLEIGH WAVE IN TWO-DIMENSIONAL ELASTIC MEDIA
Yang Tianchun, Liao Jianping
2011, 41(8): 59-63. doi: 10.13204/j.gyjz201108016
Abstract:
In order to study the generation mechanism and propagation rule of Rayleigh waves in complex media,and to understand the collected results correctly and improve the inversion precision,it was used the 410 high-order finite difference method with stag...
EXPERIMENTAL RESEARCH ON HIGH VACUUM DENSIFICATION METHOD TO REINFORCE SATURATED DREDGER FILL FOUNDATION
Gao Youbin, Liu Hanlong, Wang Bo, Xu Shilong
2011, 41(8): 64-68. doi: 10.13204/j.gyjz201108017
Abstract:
In this paper,high vacuum densification method reinforced saturated dredger fill foundation in coastal land was introduced.Test results show: Firstly,powerful well-point dewatering can quickly decrease the groundwater table and static pore water pres...
EXPERIMENTAL RESEARCH ON SPLITTING TENSILE BEHAVIOR OF ADHESION BETWEEN HIGH PERFORMANCE CEMENT-MORTAR AND CONCRETE
Yin Peng, Bu Liangtao, Chen Dachuan
2011, 41(8): 69-73. doi: 10.13204/j.gyjz201108018
Abstract:
This paper presents the experimental research on splitting tensile behavior of adhesion between high performance cement-mortar and concrete to understand the effect type of interface treatment,high performance cement-mortar and grade of concrete stre...
INSTALLATION TECHNOLOGY OF TRUSS OF STEEL PIPE FOR GYMNASIUM ROOF OF NINGXIA UNIVERSITY
Yang Wenwei, Zou Lei, Xi Wenke
2011, 41(8): 74-78. doi: 10.13204/j.gyjz201108019
Abstract:
Gymnasium of Ningxia University is Unique in its shape construction technology is complex,the steel truss roof is made of stage and audience area system,and its installation has no continuity.Aiming at construction difficult point of truss structure ...
A SURVEY OF BRACING FORMS IN BRACED FRAME STRUCTURE
Zhao Zuozhou, Liu Qingzhi, Kang Hongzhen, Qian Jiaru
2011, 41(8): 79-84,125. doi: 10.13204/j.gyjz201108020
Abstract:
Seven bracing forms in braced frame structures are reviewed and compared,including concentrical brace,eccentric brace,knee brace,buckling restrained brace,extra damper brace,self-centering brace and cable brace.Fundamental principle,state-of-the-art ...
EXPERIMENTAL AND FINITE ELEMENT ANALYSIS ON THE ULTIMATE BEARING CAPACITY OF HOLLOW SPHERICAL JOINTS WITH RIBBED STIFFENER
Yu Kequan, Yu Jiangtao, Tang Bo
2011, 41(8): 85-90. doi: 10.13204/j.gyjz201108021
Abstract:
Four groups(12 in total) of welded hollow spherical joints with ribbed stiffener were tested under uniaxial loads in this paper.With the adoption of elasto-plastic model and consideration of geometric and material nonlinearity,the whole loading proce...
VERTICAL SEISMIC RESPONSE ANALYSIS OF LONG-SPAN SPHERICAL SHELL STRUCTURE SUBJECT TO INCONSISTENT EXCITATION
Weng Guangyuan, Wang Sheliang
2011, 41(8): 91-95. doi: 10.13204/j.gyjz201108022
Abstract:
In order to consider the vibration characteristics of spatial variation of long-span structure seismic response,equation of motion for the multi-point input of long-span structure is studied,seismic response of the long-span structures is analyzed by...
RESEARCH ON THE APPLIED CALCULATION METHOD FOR THE BUCKLING OF COLD-FORMED LIPPED CHANNEL COLUMNS UNDER AXIAL PRESSURE
Luo Hongguang, Guo Yaojie, Li Kun, Yang Qinyuan
2011, 41(8): 96-100. doi: 10.13204/j.gyjz201108023
Abstract:
Based on the Direct Strength Method(DSM),the applied calculation formulas fitting for the local and distortional bucklings of cold-formed lipped channel columns under axial pressure is carried out.The minima of local,distortional and global bucklings...
STUDY ON THE NUMERICAL SIMULATION OF WIND LOADS ACTING ON LARGE SPAN DOUBLE-ARCHED ROOF STRUCTURE
Li Xiaorun, Wu Changdong, Li Yue, Chen Shuirong
2011, 41(8): 101-104. doi: 10.13204/j.gyjz201108024
Abstract:
Due to the complexity of large span double-arched roof structure,Chinese load codes are not enough for the design.Other method should be used to ascertain the wind load on the roof structure.The distribution of wind pressure and wind environment on t...
ELASTIC BUCKLING PROPERTIES OF STEEL PLATE SHEAR WALL UNDER SHEAR AND PRESSURE LOAD
Zheng Yue, Zhao Wei
2011, 41(8): 105-109. doi: 10.13204/j.gyjz201108025
Abstract:
The steel plate shear wall is studied with shear load considered only,which isn't accord with the engineering practice.To evaluate the elastic buckling strength of steel plate shear wall bearing shear and vertical load accurately,a finite element ana...
PRIMARY ANALYSIS OF MECHANICAL BEHAVIOR OF INCLINED CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCLE SECTIONS
Ren Qingxin, Guo Junfeng, Jia Lianguang, Liu Deqing
2011, 41(8): 110-114,90. doi: 10.13204/j.gyjz201108026
Abstract:
Aimed at the inclined concrete-filled steel tubular columns with circle sections in an existing skyscraper,finite element model was set up on the machanical behaviour of this structure.A set of test data was used to verify the finite element model.Ge...
STRENGTHENING AND RENOVATION IN INNER-FRAME BUILDING OF TEACHING BUILDING FOR A MIDDLE SCHOOL
Qu Jili, Xiao Xiaochu, Zhang Di
2011, 41(8): 115-117,104. doi: 10.13204/j.gyjz201108027
Abstract:
STRENGTHENING AND RENOVATION IN INNER-FRAME BUILDING OF TEACHING BUILDING FOR A MIDDLE SCHOOL
THE CAUSE ANALYSIS OF THE DAMAGED LADDER BEAM MEMBERS FOR STAIRCASES AFTER EARTHQUAKE AND REINFORCEMENT DESIGN
Peng Xiaochuan, Wang Lei, Ye Xiaoling
2011, 41(8): 118-120. doi: 10.13204/j.gyjz201108028
Abstract:
Stairs as the building of vertical transport and emergency evacuation under the main channel flow of a building are related directly to the normal function of the building use and safety and security of human life,whose important role in the overall ...
INFLUENCE OF SHAFT CONSTRUCTION IN METRO TUNNEL ON ADJACENT BUILDINGS AND REINFORCEMENT
Jia Bo, Liu Ganbin, Xu Li, Shi Xiangfeng
2011, 41(8): 121-125. doi: 10.13204/j.gyjz201108029
Abstract:
Construction of shaft in metro tunnel will inevitably bring ground disturbance and cause settlement of adjacent buildings,then the safety and the normal use of buildings is affected.Based on the practice of a certain metro running tunnel,the deformat...
COLLAPSING REASONS ANALYSIS OF THE WALL OF A RECTANGULAR RC CONTACT OXIDATION TANK
Huang Pin, He Yibin, Li Yan, Leng Qiaojuan, Guo Jian
2011, 41(8): 126-129. doi: 10.13204/j.gyjz201108030
Abstract:
In order to analyze the collapsing reasons,the design and construction of a rectangular RC contact oxidation tank are discussed.According to on-site detecting and design recheck,the results can be obtained as follows: the construction quality is favo...
ANALYSIS AND CFRP TREATMENT OF THERMAL CRACKS OF THE OVERGROUND REINFORCED CONCRETE POND
Hu Jinxu, Zhu Xiangjun
2011, 41(8): 130-133. doi: 10.13204/j.gyjz201108031
Abstract:
The overground part of an industrial pond was reinforced concrete structure.During application of the pond,cracks occurred on the concrete wall.It was carried out a detailed analysis of the project incidents,the analysis indicated that the wall crack...
LOW-CARBON TRANSFORMATION DESIGN OF MODERN INDUSTRIAL MUSEUM IN HANGZHOU
Chen Wei, Zhu Juanli
2011, 41(8): 134-137,109. doi: 10.13204/j.gyjz201108032
Abstract:
Combining with the case of reforming Modern Industrial Museum of Hangzhou,it has been expounded the low-carbon comprehensive technical measures for renovation design of the existing buildings from the outdoor environment,energy saving and energy mana...
DESIGN APPLICATION OF THE WATER-DISCHARGING PRESSURE RELIEF TECHNOLOGY ON ANTI-FLOATING OF STRUCTURES IN UNIVERSAL STUDIOS SINGAPORE
Liu Bo, Liu Zhong, Zhang Huidong, Xu Jia, Chen Fulin
2011, 41(8): 138-141,133. doi: 10.13204/j.gyjz201108033
Abstract:
The inflexible response to variation of groundwater level and the adverse impact on building or environment are two main defects of the common design methods on anti-floating of structures.The water-discharging pressure relief technology on anti-floa...