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

2009 Vol. 39, No. 10

Display Method:
INDUSTRIAL ARCHITECTURE IN MODERN TIMES
Liu Bofeng
2009, 39(10): 1-2. doi: 10.13204/j.gyjz200910001
Abstract:
The development of industrial architecture incorporates the productivity of the society.The appearance and development of the industrial architectures are accompanied with the changes of ages.The article reviewed the development of the industrial arc...
MAKING OF HIGH-QUALITY INDUSTRIAL ARCHITECTURES
Gu Yan, Zhang Yaping
2009, 39(10): 3-4. doi: 10.13204/j.gyjz200910002
Abstract:
The design of an industrial architectural must follow after the modern architectural design conception,going all out to make a durable and high-quality architecture.The project of Zongshen Motorcycle Engine Plant is designed with a bold innovation,wh...
DISCUSSION ON THE APPLICATION OF NATURAL ECOLOGICAL ELEMENTS TO THE ARCHITECTURAL GROUPS OF AN INDUSTRIAL PARK
Yang Kairong, Li Guiwen
2009, 39(10): 5-8. doi: 10.13204/j.gyjz200910003
Abstract:
According to the realities of coexistence of many enterprises in an industrial park,taking a building group as the basic module,and combined with the characteristics of its use and examples of grid-planned structures in the industrial parks,the paper...
THE SUSTAINABLE ENERGY-SAVING DESIGN OF AN INDUSTRIAL BUILDING——THE SUN-SHADING MEASURES FOR A BUILDING DAYLIGHT OPENING
Duan Liying
2009, 39(10): 9-12. doi: 10.13204/j.gyjz200910004
Abstract:
This article introduced the definition of an architectural sun-shading system and also put forward the problems and design methods that should be considered in the sun-shading design of industrial buildings,by combining with examples of designing the...
INTERGRATION OF SPRIRIT WITH FORM——THE DESIGN OF NEW FACTORY AREAS OF BEIJING ABB HIGH-PRESSURE SWITCH EQUIPRMENT Co.,Ltd
Liu Shuxing
2009, 39(10): 13-16. doi: 10.13204/j.gyjz200910005
Abstract:
Great attention must be paid to euterprise culture in an international well-known enterprise.Just as the spirit of a person,the enterprise culture is penetrated into all aspects of an enterprise.How to inject the spirit in the carrier(i.e.the buildin...
WATER-MANAGING,HILL-STACKING AND GARDEN-CONSTRUCTING——THE PROGRAMMING OF DONGHAI MOVIE AND TELEVISION CREATION GARDEN OF ZHEJIANG RADIO & TELEVISION GROUP
Li Ning, Yu Huifang
2009, 39(10): 17-19. doi: 10.13204/j.gyjz200910006
Abstract:
The continual development of the types of the industrial buildings reveals the amalgamation of the industry and correlative industries obviously,and many industrial gardens integrate the functions of research development,production,marketing,manageme...
ANALYSIS OF REUSING MODE OF QINGDAO MODERN INDUSTRIAL BUILDINGS
Wang Runsheng, Wang Xiaojing
2009, 39(10): 20-23. doi: 10.13204/j.gyjz200910007
Abstract:
The article summarizes the main mode of Qingdao old industrial buildings' reuse through analyzing the examples of Qingdao several successful old industrial buildings that have been updated and used,with a view of getting a wide range of attention and...
CREATIVE IDEAS OF IMAGES IN DESIGN OF INDUSTRIAL BUIDINGS——THEORETICAL THINKINGS OF SEVERAL CASES OF INDUSTRIAL BUILDING DESIGN
Hu Qiguang
2009, 39(10): 24-26. doi: 10.13204/j.gyjz200910008
Abstract:
Based on the theoretical thinking of several cases of building design,the thesis analyzes and summarizes the start point and basic thinking of the creative ideas of images in the design of the industrial buildings.
RENEW AND REUSE——THE DESIGN OF REFORMING FACTORY AREAS OF YIZHENG BRANCH OF SHANGHAI AUTOMOBILA Co.,Ltd
Fan Yechu, Guo Xin
2009, 39(10): 27-29. doi: 10.13204/j.gyjz200910009
Abstract:
Reforming and using hte original resources as well as promoting a sustainable development of economy are the new issues that are faced with modern architects.According to the design of reforming the old factory areas of Yizheng Branch of Shanghai Aut...
ANALYSIS OF EFFECT FACTOR ON SEISMIC BEHAVIOR OF ABNORMAL INTERIOR JOINTS IN REINFORCED CONCRETE FRAME STRUCTURES
Wu Tao, Xing Guohua, Liu Boquan
2009, 39(10): 30-34. doi: 10.13204/j.gyjz200910010
Abstract:
Six specimens of abnormal interior joints were tested under reversed cyclic loading.Experimental studies were carried out to investigate the effect of joint core dimensions and axial compression ratio on seismic behaviour of abnormal joints.Test resu...
PUSH-OVER ANALYSIS OF THE HIGH-RISE FRAME-CORE WALL STRUCTURES WITH STRENGTHENED STOREYS
Yang Youfa, Feng Zhongjie, Li Yuanchu
2009, 39(10): 35-39. doi: 10.13204/j.gyjz200910011
Abstract:
Horizontal Strengthened stories can effectively reduce the lateral displacement of the high-rise tubular structures under lateral load.But the high-rise tubular structures with horizontal strengthened stories displayed the extremely complex response ...
TESTS OF SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES WITH INFILLED WALL OR STRENGTHENED INFILLED WALL
Jiang Lixue, Zheng Qiaowen
2009, 39(10): 40-47. doi: 10.13204/j.gyjz200910012
Abstract:
Through cyclic loading tests,it is researched the seismic behavior of one simple frame specimen,four brick infilled frame specimens and seven frame specimens infilled with brick walls strengthened with steel-meshed cement mortar or carbon fiber sheet...
MULTI-OBJECTIVE OPTIMIZATION DESIGN METHOD OF MULTI-RIBBED COMPOSITE WALL BASED ON GA
Hou Lina, Yao Qianfeng, Huang Wei, Jing Gang, Chen Guoxin
2009, 39(10): 48-51. doi: 10.13204/j.gyjz200910013
Abstract:
Multi-ribbed composite wall is the main load-bearing member in the multi-ribbed slab structure(MRSS).The study on the optimization design method of the wall is an important part of the design theory for the structural system.It is discussed the multi...
ANALYSIS OF BEARING LOAD CHARACTERISTIC OF SQUEEZED BRANCH AND PLATE PILE GROUP FOUNDATION UNDER LATERAL LOAD
Zhao Liping, Xiang Li, Lu Chen, Han Shilin
2009, 39(10): 52-56. doi: 10.13204/j.gyjz200910014
Abstract:
It is analyzed the bearing load characteristic of squeezed branch and plate pile group foundation under lateral load by 3D elastic-plasticity finite element model.It is obtained the bending moment of piles,relative displacement between pile and soil,...
FREE VIBRATION ANALYSIS OF THE BEAM INTERACTION WITH THE VISCOELASTIC FOUNDATION
Wang Zanzhi, Jiang Linyan, Xin Lifeng, Tian Yi, Li Xingyao, Huang Shibin, Tang Xianyuan, Hu Xizhang
2009, 39(10): 57-61. doi: 10.13204/j.gyjz200910015
Abstract:
Based on the viscoelasticity theory,the general partially differential vibration equation is deduced for the viscoelastic beam on the viscoelastic foundation at first.Then,the method to analyze the free vibration of the foundation beam is put forward...
THE CRITICAL EDGE LOAD OF COMPOSITE GROUND REINFORCED BY STONE COLUMNS UNDER RIGID FOUNDATION
Li Chuanxun, Xie Kanghe, Lu Mengmeng, Yu Kun
2009, 39(10): 62-66. doi: 10.13204/j.gyjz200910016
Abstract:
In order to determine the capacity of composite foundation,the computational model for composite foundation reinforced by stone columns is founded according to load transfer characteristics and failure pattern.The expression of pile-soil stress ratio...
STUDY ON THE BEHAVIOR OF CANTILEVER DOUBLE-ROW PILES SUPPORTING DEEP EXCAVATION
Shi Haiying, Gong Xiaonan
2009, 39(10): 67-71. doi: 10.13204/j.gyjz200910017
Abstract:
Excavation braced by cantilever double-row piles is simulated by ABAQUS.Duncan-Chang constitutive model is used for the soil and the tangential module is settled to increase with the depth.Horizontal displacement of the pile and the earth pressure ar...
STUDY ON BEARING CAPACITY OF AXIALLY-LOADED GFRP TUBE COMPOSITE COLUMNS FILLED WITH CONCRETE
Qin Guopeng, Wang Lianguang, Zhou Le
2009, 39(10): 72-75. doi: 10.13204/j.gyjz200910018
Abstract:
This paper presents the experimental research of 4 GFRP tube composite columns filled with concrete subjected to axial loading to study the mechanical properties of the composite columns.The analysis program is developed,which is used to calculate th...
RESEARCH OF HSC COLUMNS BEHAVIOR CONFINED BY HIGH-STRENGTH STIRRUPS UNDER ECCENTRIC LOADING
Shi Qingxuan, Yang Kun, Jiang Weishan, Zhang Xinghu, Meng He
2009, 39(10): 76-80. doi: 10.13204/j.gyjz200910019
Abstract:
A total of 10 high-strength concrete columns confined by high-strength stirrups were tested under eccentric loading.The test parameters included the arrangement,spacing of confinement reinforcement and the eccentricities.Test results indicate that,co...
APPLICATION OF WATER-SOLUBILITY POLYMER POWDERS IN THE MORTAR WITH SUPER MICRO-DOSAGE
Nong Jinlong, Yi Weijian, Huang Zhengyu
2009, 39(10): 86-89. doi: 10.13204/j.gyjz200910021
Abstract:
It is studied that microcosmic pattern and the rules of change in mixtures' immersion,density,mortars' compressive,flexural and bond strengths,via the application of 0.005%-0.8% water-solubility polymer powders(poly6ethylene oxideNP) in the mortar.
MECHANICS EMULATION AND ANALYSIS OF THE HESHI STUPA OF FAMEN TEMPLE DURING THE CONSTRUCTION PROCESS
Zheng Jiang, Hao Jiping, Li Cunliang, Yang Xiaoli, Wang Xiantie, Liu Shaowen
2009, 39(10): 90-95. doi: 10.13204/j.gyjz200910022
Abstract:
The Heshi Stupa of Famen Temple consists of two towers leaning 36 of verticality in one direction.The two towers have the architectural characteristics of bending shape in space and a Xuyuan Bridge joining two leaning towers at the top.During the con...
FIRE TEST DESIGN OF FOUR-EDGE FIXED LARGE FULL-SCALE TWO-WAY REINFORCED CONCRETE SLABS AND THERE INSTALLATION UNDER EXTREMELY NARROW SPACE
Wang Bin, Dong Yuli, Suo Liang, Yang Zhinian
2009, 39(10): 96-101. doi: 10.13204/j.gyjz200910023
Abstract:
In the present study,the fire test design of two large full-scale two-way reinforced concrete slabs being fixed at four edges and their installation under extremely narrow space were investigated.Firstly,the choosing of materials,concrete cover thick...
FINITE ELEMENT ANALYSIS OF TEMPERATURE STRESS OF CPR1000 NUCLEAR POWER PLANT RAFT WITH DIFFERENT POUR THICKNESS
Zhang Zhong, Zhang Xinbin
2009, 39(10): 102-104,147. doi: 10.13204/j.gyjz200910024
Abstract:
For controlling construction crack,delamination or subregion will be adopted normally for mass concrete construction,with no exclusion of CPR1000 nuclear plant raft,but there are many shortages of it,such as wasting time and money,which may cause mor...
DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(1)——CONCEPT OF CABLE-SUPPORTED STRUCTURES AND DEVELOPMENT OF PLANE CABLE-SUPPORTED STRUCTURES
Zhang Yigang
2009, 39(10): 105-113. doi: 10.13204/j.gyjz200910025
Abstract:
Since the completion of terminal building of Shanghai Pudong International Airport(phase-Ⅰ),where the first cable-supported structure was used,the cablesupported structures(CSS) have been developed rapidly.There are about 300 papers on analyzing,test...
STUDY ON SEISMIC DESIGN OF THE BEAM CONNECTED BY THE CHEVRON BUCKLING-RESTRAINED BRACES
Ding Yukun, Zhang Yaochun
2009, 39(10): 114-119. doi: 10.13204/j.gyjz200910026
Abstract:
A seismic response analysis is carried out in order to compare the aseismic performance of three buckling-restrained braced frames(BRBFs).The effects of the two factors,including overstrength of the postyield buckling-restrained brace (BRB) due to th...
INVESTIGATION INTO THE STABILITY OF LARGE SCALE THIN-WALLED STEEL CYLINDRICAL SHELLS UNDER SEVERE DISASTER OF ICE AND SNOW
Wang Dengfeng, Cao Pingzhou
2009, 39(10): 120-125. doi: 10.13204/j.gyjz200910027
Abstract:
The south China suffered a disaster of severe ice and snow in 2008,which caused many steel structures to fail.The large-scale thin-walled steel cylindrical shells widely used in the chemical or electric power engineering as the key facilities in the ...
EXPERIMENTAL STUDY ON ECCENTRIC-LOADED BEHAVIOR OF RECTANGULAR CFT STUB COLUMNS WITH BINDING BARS
Long Yueling, Cai Jian
2009, 39(10): 126-130,71. doi: 10.13204/j.gyjz200910028
Abstract:
The experiments of seven rectangular CFT stub columns with binding bars and two without binding bars eccentrically loaded in compression were carried out with the main parameters such as eccentricity ratio and binding bar horizontal spacing.Experimen...
DESIGN STUDY ON A PROTECTING STRUCTURE FOR A LIMESTONE CRUSHER
Zhang Weijing, Lin Jia, Hu Xiaobin
2009, 39(10): 131-135. doi: 10.13204/j.gyjz200910029
Abstract:
To protect an in service limestone crusher at the quarry side from damage due to impact of the flying rocks,a protecting structure needs to be designed and constructed.Concrete-filled square steel tube columns and steel braces were used as the vertic...
REGULATION OF "THE CODE FOR ASEISMIC DESIGN OF BUILDINGS"(2008 EDITION)
Zhang Chunming
2009, 39(10): 136-140. doi: 10.13204/j.gyjz200910030
Abstract:
According to the actual seismic damages caused by 2008 Wen Chuan Earthquake,and combined with the regulation of The Code for Aseismic Design of Buildings(2008 edition),it is discussed that the conceptions of aseismic design of buildings,as well as so...
NEW CONSTRUCTION TECHNOLOGY OF COMPLICATED STRUCTURES FOR MEDIA BUILDING OF SHANDONG BROADCAST AND TELEVISION CENTER
Wang Dianyuan, Chen Zhaozhong, Ye Chunlong, Zhang Xinghua
2009, 39(10): 141-144. doi: 10.13204/j.gyjz200910031
Abstract:
The media building of Shandong Broadcast and Television Center is the one with new architectural modelling and complicated spatial structures,which is composed of framed structure,frame-tube structure,prestressed and multiribbed slabs,steel structure...
RATIONALITY AND HUMANITY——STUDY ON KOOLHASS'S TWO SMALL HOUSES
Lin Zurui
2009, 39(10): 145-147. doi: 10.13204/j.gyjz200910032
Abstract:
Rem Koolhass is one of the superstar architects in the modern architecture field.His unique architecture theories and avant-garde design concepts are the focuses of architecture field.The industrial rationality of modernism is obviously inherited in ...