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

2008 Vol. 38, No. 10

Display Method:
DEEP CONSIDERATION OF MODERN INDUSTRIAL BUILDING DESIGN——NEW LOCATION ARCHITECTURAL DESIGN OF BEIJING No.1 MACHINE TOOL PLANT
Wang Changgang
2008, 38(10): 1-3. doi: 10.13204/j.gyjz20081001
Abstract:
By means of the introduction to the architectural design characteristics and creation ideas of the heavy machinery workshop and RD center of Beijing No.1 Machine Tool Plant,it is proposed that the issues to be concerned and faced with in the design o...
CHANGE,PLATFORM AND REGENERATION——RECONSTRUCTION PROCESS OF 1933 OLD BUILDINGS IN DIAGRAMIC REPRESENTATION
Zhao Chongxin
2008, 38(10): 4-7,19. doi: 10.13204/j.gyjz20081002
Abstract:
Through the renovation process of 1933 old buildings, the regeneration of the old buildings with cultural value is exhibited;and the design of a commercial buildings can be done by means of cultural ethos and values.
A NEW VITALITY TO AN AIRPORT FREIGHT STATION BY FLEXIBLE MODULAR DESIGN CONCEPT
Yang Feng
2008, 38(10): 8-10. doi: 10.13204/j.gyjz20081003
Abstract:
Flexible modular design concept provides a good solution to the problems of design of an airport freight station construction in the process,fire protection,architecture and structure etc,which makes its building have the flexible layout,fast and eff...
A FUNCTION-BASED DESIGN——AMECO A380 HANGAR
Yang Mei
2008, 38(10): 11-14. doi: 10.13204/j.gyjz20081004
Abstract:
The newly constructed Ameco A380 hangar is for line maintenance for all types of aircrafts including A380 aircraft.This hangar is provided with multifunctional and highly flexible aircraft maintenance facilities.All designs(including process layout,e...
PRACTICE ON ENERGY CONSERVATION DESIGNS FOR INDUSTRIAL BUILDINGS
Wang Yuze
2008, 38(10): 15-19. doi: 10.13204/j.gyjz20081005
Abstract:
It is made that a re-study and re-consideration of the nature as well as design and construction of modern industrial buildings.Based on the design of a project,it is analyzed the execution of energy conservation,ecological balance,green design and e...
TALKING ABOUT THE DESIGN OF INDUSTRIAL BUILDINGS——DESIGN OF THE TRANSFER PROJECT FOR CHINA CIVIL AVIATION FLIGHT CENTER
Xu Pingli
2008, 38(10): 20-22. doi: 10.13204/j.gyjz20081006
Abstract:
The pre-phase analysis and the succedent conjunction process are virtually necessary for every design of projects.It is probably not possible to creat outstanding designs without these two processes.However,whether the design will finally become a 'u...
LANDMARK FEATURED ENTERPRISE HEADQUARTERS AND PLEASANT INDUSTRIAL BUILDING——DESIGN FOR PRODUCTION COMPLEX BUILDING OF NATIONAL LOTTERY PRINTING Co.,Ltd.,BEIJING
Wang Wei, Wu Sihai
2008, 38(10): 23-25. doi: 10.13204/j.gyjz20081007
Abstract:
A good industrial building is not only with reasonable process flow,but also concerns a lot for its users on aspects of space,color and environment.The design of the production complex building of National Sports Lottery Printing Co., Ltd in Beijing ...
RATIONAL THINKING AND EXPRESSIONS FOR PLANNING—— TALKING ABOUT THE PLANNING SCHEME FOR CHINA PETROLEUM & CHEMICAL CORPORATION SCI-TECH RESEARCH CENTER
Li Shouxu, Zhao Liqun
2008, 38(10): 26-29. doi: 10.13204/j.gyjz20081008
Abstract:
It is discussed the scientific and rational research/analysis method that is based on rational analyses of existing conditions,acquisition of rational concepts and rational expressions of planning schemes.It is also attempted to create a functionally...
A NOVEL TECHNIQUE FOR ENERGY DISSIPATION OF BEAM-COLUMN JOINT AND ITS NUMERICAL ANALYSIS
Liu Meng, Yan Weiming, Li Zhenbao
2008, 38(10): 30-32. doi: 10.13204/j.gyjz20081009
Abstract:
Lead has a good deformability.Based on the properties of this deformability and recovering without strain-hardening,a rod-like lead shear damper,which is installed at the end(plastic hinge)of a beam for a framed joint,is presented, and it is primaril...
AN EXPERIMENTAL STUDY ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE ULTRASHORT COLUMNS AND STEEL REINFORCED CONCRETE ULTRA-SHORT COLUMNS
Hao Guiqiang, Du Yongshan, Qi Jianwei
2008, 38(10): 33-37. doi: 10.13204/j.gyjz20081010
Abstract:
Ultra-short columns will endure more lateral load because of their large stiffness compared to general columns in an earthquake.The deformation behavior and ductility of extremely short columns are poor due to the shear failure,which decreases the se...
THE EXPERIMENTAL STUDY ON THE FOUR TYPES OF FRP TENDON ANCHORAGE SYSTEMS
Tu Yongming, LüZhitao, Zhang Jiwen, Qian Yang
2008, 38(10): 38-41. doi: 10.13204/j.gyjz20081011
Abstract:
Developing the safe,economical and practical anchorage system is the foundation of applying the structure prestressed by the FRP tendons.On the basis of the tension and anchorage equipments of prestressed structures inland,it has been carried out tha...
ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE
Zhang Min, Liang Jiongfeng
2008, 38(10): 42-47. doi: 10.13204/j.gyjz20081012
Abstract:
The arch transfer floor may be a new type of transfer story structure. As a result of the sudden change of rigidity of superstructure and substructure,the earthquake response may be considerably sharp.The effect of the equivalent lateral rigidity rat...
EXPERIMENTAL STUDY OF TENON CONNECTION FOR PRECAST MONOLITHIC R.C.FRAME COLUMN
Luo Qinger, Zhang Qianpeng, Cheng Wenrang, Wang Yun, Weng Yuhui
2008, 38(10): 48-52. doi: 10.13204/j.gyjz20081013
Abstract:
The traditional tenon connection of precast monolithic R.C.frame columns is improved.In which the concrete-filled steel tubular tenon instead of the R.C.tenon and the longitudinal steel bars connected by rolled parallel thread sleeve instead of weldi...
THEORETICAL RESEARCH ON THE MODIFIED COEFFICIENT OF ALUMINUM ALLOY BEAM-COLUMNS OF SINGLE SYMMETRIC SECTIONS
Zhang Zheng
2008, 38(10): 53-56. doi: 10.13204/j.gyjz20081014
Abstract:
Numerical analysis was executed to study the in-plane stability capacity of extruded aluminium alloy beam-columns of single symmetric sections,and a modified coefficient _2 in the interaction expression was calculated by parameter analysis.Based on a...
THE ESTIMATION ON ESSENTIAL NATURE VIBRATION PERIOD OF REINFORCED CONCRETE FRAME STRUCTURE OF HIGH-RISE CONSTRUCTION
Wu Mingjun
2008, 38(10): 57-60. doi: 10.13204/j.gyjz20081015
Abstract:
It was discussed the method of the estimation on essential nature vibration period of reinforced concrete frame structure of high-rise construction,and was established the formulas having simpler calculation and lesser average discrepancy between act...
STUDY ON PHYSICOMECHANICAL PROPERTIES AND MICROSTRUCTURE OF SWAMP SOIL
Li Lihua, Chen Lun, Gao Shengyan
2008, 38(10): 61-64. doi: 10.13204/j.gyjz20081016
Abstract:
Two typical swamp soils in Sanjiang Plain,Northeast China are studied through physical,mechanical and microstructure tests.Another wetland soil in Cuihu,Beijing is used to compare with the swamp soil.Test results show that moisture content,liquidity ...
ANALYSIS OF EFFECT FACTORS ON BURIED PIPELINE DUE TO EXCAVATION OF TWO ADJACENT FOUNDATIONS
Wang Lei, Zhou Jian, Jia Mincai, Xiao Zhaoran
2008, 38(10): 65-70. doi: 10.13204/j.gyjz20081017
Abstract:
Based on the analysis of the displacement field of buried pipeline between the two deep excavation,the effect factors on buried pipeline during excavation of two adjacent foundation are simulated and analyzed using 3D FEM.Several factors such as buri...
EXPERIMENTAL STUDY OF A NEW TYPE UMBRELLA-SHAPED ANTI-FLOAT ANCHOR
Liu Yi, Mei Guoxiong, Song Linhui, Zai Jinmin
2008, 38(10): 71-75. doi: 10.13204/j.gyjz20081018
Abstract:
A new type umbrella-shaped anti-float device is designed and manufactured to perfect the traditional anchors and the model test is adopted to analyze the pull capacity.There are two groups of pull-out tests for umbrella-shaped anchor with and without...
INFLUENCE OF ANGLE BETWEEN STRIKE OF SLOPE AND STRATA ON SLOPE STABILITY
Feng Jun, Jiang Nan, Zhou Depei
2008, 38(10): 76-79. doi: 10.13204/j.gyjz20081019
Abstract:
Based on FEM analysis,the deformation of bedding rock slope with single free face or double free face is studied.More attention is paid to the influcence of angle between strike of slope and strata on slope stability and the index regarding the strik...
LONG-TERM MECHANICAL PROPERTIES OF RECYCLED AGGREGATE CONCRETE
Li XuPing
2008, 38(10): 80-84. doi: 10.13204/j.gyjz20081020
Abstract:
The long-term mechanical properties of recycled aggregate concrete(RAC) are of great importance for insuring the construction quality and safety of buildings made with this material.For this reason,the development of mechanical properties of RAC of d...
EXPERIMENTAL RESEARCH ON DURABILITY OF SLAG-CARBON FIBRE MULTIPHASE ELECTRIC CONDUCTION CONCRETE
Xu Xiaochun, Li Xiaomu, Lan Wenjian
2008, 38(10): 85-89. doi: 10.13204/j.gyjz20081021
Abstract:
It is studied that the effects on anti-permeability,frost resistance,durability and dry shrinkage deformation of concrete by adding different volume percentage contents of carbon fibre,different content and fineness of granulated slag.The results sho...
EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTY OF SELF-COMPACTING CONCRETE
Hu Qiong, Yan Weihua, Zheng Wenzhong
2008, 38(10): 90-93. doi: 10.13204/j.gyjz20081022
Abstract:
This paper get C30 and C50 self-compacting concrete according to the manual of SCC desgn and construction.The experimental research on mechanics performance included the cubic compression strength experiment,the prismy compression strength and the sp...
RESEARCH STATUS OF THE FIRE PERFORMANCE OF CARBON FIBRE REINFORCED POLYMER STRENGTHENED REINFORCED CONCRETE STRUCTURES
Xiao Dehou, Xu Ming, Chen Zhongfan
2008, 38(10): 94-98. doi: 10.13204/j.gyjz20081023
Abstract:
At present,there has been an increase in the use of the technology of concrete structures strengthened with carbon fibre reinforced polymer(CFRP).However,because the glass transition temperature(T_g) of the organic matrix/adhesive is only about 100C,...
CHARACTERS OF WIND LOADS ACTING ON LONG-SPAN ROOF OF IRREGULAR SHAPE
Zhao Ruohong, Xu An, Fu Jiyang, Wu Jiurong, Zhang Senwen
2008, 38(10): 99-101. doi: 10.13204/j.gyjz20081024
Abstract:
This paper presents results from a wind tunnel study of wind pressures on an extra-long-span roof structure.In this study,mean,root-mean-square and peak wind pressure coefficient distributions on the roof are presented and discussed.The result presen...
A STUDY ON DESIGN METHOD OF ENCASED STEEL COLUMN BASES
Tong Genshu, Guo Lixiang
2008, 38(10): 102-107. doi: 10.13204/j.gyjz20081025
Abstract:
A theoretical study is carried out on the current design approach of encased steel column bases.The load transfer within encased bases must be analyzed.Because of the studs,part of the axial load is transferred from steel to exterior concrete.An anal...
JOINTS OF MULTI-STORY SPANNED DIAGONAL BRACING SYSTEM IN TALL STEEL BUILDINGS: ANALYSIS AND DESIGN METHOD
Yan Xiaoxiao, Jing Ting, Ye Xiangrong, Tong Genshu
2008, 38(10): 108-111. doi: 10.13204/j.gyjz20081026
Abstract:
It is researched that the forced features of the joints of the multi-story spanned diagonal bracing system for Chengda Tower in Chengdu.Based on the results of overall structural analysis under various load cases,sectional forces in members,beams,col...
EXPERIMENTAL STUDY ON CHARACTERISTICS OF RECTANGULAR HOLLOW COLUMNS AND I-TYPE BEAMS
Wang Xintang, Tan Jian, Wang Jianping, Wang Xuefu
2008, 38(10): 112-114. doi: 10.13204/j.gyjz20081027
Abstract:
Experimental study for a set of endplate-connections of rectangular hollow steel columns and I-type beams which are widely used in engineering are put forward.The practical situation that the circular opening is set at one side of the rectangular hol...
STRUCTURE STRENGTHENING DESIGN OF A FRAME-SHEAR WALL BUILDING WITH TWELVE FLOORS
Wang Qin, Yang Lihua, Zhang Xin
2008, 38(10): 115-117. doi: 10.13204/j.gyjz20081028
Abstract:
The project is about the modification engineering of a frame-shear wall building with twelve floors.Because of the construction,the strength of concrete is only C15(design strength is C30).Several treatments are applied to the structural strengthenin...
CALCULATION AND ANALYSIS OF REINFORCED FLOOR FOR TRAVEL OF LARGE TRACK HOISTER
Wang Junjie, Hao Jiping, Zheng Jiang, Zhong Weihui, Xu Chongliang
2008, 38(10): 118-120. doi: 10.13204/j.gyjz20081029
Abstract:
As the construction of steel structure of Guangzhou Opera House is very special,the builders adopt a 250t track hoister walking on the concrete floor to cooperate with tower cranes in hoisting and installation.So the concrete floor has to be reinforc...
THE SUGGESTIONS ON COMPUTING CRITICAL REINFORCEMENT RATIO FOR CONCRETE BEAM REINFORCED WITH FRP BARS
Zhang Peng, Deng Yu, Li Bing, Zhu Mei, Zhang Shengli
2008, 38(10): 121-122. doi: 10.13204/j.gyjz20081030
Abstract:
Based on the definition of two failure modes of concrete beam reinforced with FRP bars,the suggestions on computing critical reinforcement ratio for concrete beam reinforced with FRP bars and that of concrete beam reinforced with prestressed FRP bars...