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

2014 Vol. 44, No. 06

Display Method:
SOME PROBLEMS FOR DESIGN OF DYNAMIC MACHINE FOUNDATION
Sheng Jiding, Li Bo, Li Yedong
2014, 44(06): 1-6. doi: 10.13204/j.gyjz201406001
Abstract:
According to GB 500092012 Load Code for the Design of Building Structures, load category and load effect combination for design of dynamic machine foundation were expounded. Previous dead load category of dynamic machine foundation was adjusted in th...
CONCEPT DESIGN FOR DYNAMIC MACHINE FOUNDATION
Liu Maosheng, Zhang Yingzhi, Guo Yongsheng
2014, 44(06): 7-9. doi: 10.13204/j.gyjz201406002
Abstract:
It was proposed that the rationality of structure design could be ensured by concept design of dynamic machine foundation,including machine type,configuration,construction,stiffness of subsoil,etc.
DISCUSSION ON COMPRESSIVE STIFFNESS COEFFICIENT Cz OF NATURAL SUBSOIL
Zhang Yingzhi, Liu Maosheng, Li Yedong
2014, 44(06): 10-13. doi: 10.13204/j.gyjz201406003
Abstract:
According to the deformation characteristics of soil,compressive stiffness coefficient Cz formula was proposed. The formula was obtained by using ideas from the code of the USSR. Soil mechanic parameter was modified to match the actual conditions of ...
CALCULATION OF VIBRATION COMPOSITION ON MULTIPLE MACHINE ACTION
Zhang Yingzhi, Sheng Jiding, Guo Yongsheng
2014, 44(06): 14-17. doi: 10.13204/j.gyjz201406004
Abstract:
The calculation of vibration composition under various conditions was researched,such as multiple machine which had same or different frequency of operation on a foundation, one machine which had different rotation speeds components on the principal ...
SOME DESIGN PROBLEMS OF TANK FLEXIBLE FOUNDATION
Li Bo, Sheng Jiding, Liu Peng
2014, 44(06): 18-21. doi: 10.13204/j.gyjz201406005
Abstract:
Characteristics of different flexible foundations of storage tanks were discussed and compared. The method how to determine the thickness and height of ringwall was researched. Meanwhile,calculation method for force of ringwall was analyzed. It was e...
MECHANICAL PROPERTY AND DESIGN PROPOSITION OF SERIES COMPRESSION RUBBER ISOLATOR
Tian Zhiyou, Zhang Yingzhi, Feng Yufei
2014, 44(06): 22-25. doi: 10.13204/j.gyjz201406006
Abstract:
As a new type of isolator,series compression rubber isolator was composed of isolated layer rubber and steel plate,which had higher vertical bearing capacity and vertical stiffness but lower horizontal stiffness. Though it was extensively used in vib...
DISSCUSION OF SOME PROBLEMS ABOUT VERTICAL ELASTIC RIGIDITY OF SINGLE PILE
Wang Xikang, Gao Yanping
2014, 44(06): 26-30. doi: 10.13204/j.gyjz201406007
Abstract:
The determination of vertical rigidity of single pile in GB 5004096 Code for Design Dynamic Machine Foundation adopted the theory of rigidity pile. Actually,piles are not rigid solid. In 1979 or 1987,the determination of the rigidity adopted the theo...
KENNETH FRAMPTON’VIEW TO REGIONAL ARCHITECTURE
Cheng Hui, Li Xin, Zhang Qun, Liu Jiaping
2014, 44(06): 31-33. doi: 10.13204/j.gyjz201406008
Abstract:
To explore important influences of Kenneth Framptons architecture view on the modern architectures, Framptons philosophy and his practice strategy were perceived profoundly from his critical regional theory. It was found that based uponphenomenologic...
NARRATIVE: A NEW WAY OF CONSTRUCTING INDUSTRIAL BUILDING VIALITY
Zhang Ping, Zhang Nan, Wang Yingzi
2014, 44(06): 34-37. doi: 10.13204/j.gyjz201406009
Abstract:
How to construct industrial buildings vitality is a universal problem. The relevant theories and methods of narrate were creatively introduced into this proposition,it was explored narrative strategies,paths and rules of corresponding industrial buil...
RECOGNITION OF INDUSTRIAL HERITAGE OF SUZHOU BASED ON THE URBAN FEATURES
Xia Jian, Wang Yong, Yang Sheng
2014, 44(06): 38-41. doi: 10.13204/j.gyjz201406010
Abstract:
Based on the combing of industrial development vein in Suzhou,focusing on the characteristics of industries and urban construction and development,it was analysed the connection between industrial heritage and urban features in different periods of S...
ARCHITECTURE PLANNING DESIGN FOR THE CENTER OF VILLAGE CULTURE OF THE JINMEI LAKE BASED ON THE LOCAL CONCEPTION
Xu Jianhe, Yan Jun, Qi Xin, Xu Haiyan
2014, 44(06): 42-45. doi: 10.13204/j.gyjz201406011
Abstract:
Based on the phenomenon and characteristic of the local conception,this paper analyses the orientation designing of village cultural activities space and explores its principles and methods. Taking the designing of building for the center of village ...
SEISMIC ANALYSIS OF ASSEMBLED MONOLITHIC CONCRETE COLUMNS ENCASED BY STEEL PLATE HOOP AND JOINTED BY BOLT TENDONS
Li Qingning, Zheng Xianchao, Jiang Weishan, Pan Shubin
2014, 44(06): 46-51. doi: 10.13204/j.gyjz201406012
Abstract:
Experiments of two assembled connecting columns and two cast-in-place column models under low cyclic loading and different axial compressive forces are carried out. The result testified that the anti-seismic property of this measure is not worse than...
TEST STUDY OF WIND LOAD BODY COEFFICIENT OF AIR COOLED CONDENSER ERECTED ON SUPPORT SYSTEM
Liu Lin, Bai Guoliang, Xue Qunhu, Li Hongxing
2014, 44(06): 52-56. doi: 10.13204/j.gyjz201406013
Abstract:
Support system of an air cooled condenser is a new type structure in thermal power plant,whose body shape is complex. Under structure are big diameter reinforced concrete pipe columns,up the structure is spatial steel truss with wind wall,and on the ...
STUDY OF THE SEISMIC DESIGN METHOD OF AIR COOLED CONDENSER SUPPORT STRUCTURE SYSTEM IN HIGH-CAPACITY THERMAL POWER PLANT
Liu Lin, Bai Guoliang, Xue Qunhu, Dai Huijuan
2014, 44(06): 57-61. doi: 10.13204/j.gyjz201406014
Abstract:
Support structure of air cooled condenser is a typical vertical hybrid structure whose stiffness and mass are non-uniform at vertical direction; torsion effect of the structure is obvious,earthquake response of the structure is complex.Research resul...
DAMAGE IDENTIFICATION OF PRESTRESSED CONCRETE BEAMS BASED ON MODAL STIFFNESS
Chen Zhenfu, Liu Jun, Gan Yuanchu, You Meng, Sun Bing, Wang Zhongyou
2014, 44(06): 62-66. doi: 10.13204/j.gyjz201406015
Abstract:
This paper expounded that modal stiffness are of great significance for damage identification. It was proposed BP and PNN neural network for damage identification based on this modal parameter. The result,via experiment analysis on 11 prestressed con...
STUDY OF RHEOLOGICAL PROPERTIES OF THE LACUSTRINE SOFT SOIL UNDER DIFFERENT STRESS LEVEL
Deng Zongwei, Zhu Zhixiang, Zeng Xiangjun, Kong Gangqiang
2014, 44(06): 67-72. doi: 10.13204/j.gyjz201406016
Abstract:
In order to understand the rheological properties of lacustrine soft soil at different stress levels,a onedimensional indoor consolidation creep test was carried out on soft soil in the Dongting Lake area. A rheological constitutive model under later...
STUDY OF PROPERTIES OF CHLORIDE IONS TRANSPORTATION IN CONCRETE COVER UNDER THE STRAY CURRENTS ENVIRONMENT
Xu Gang, Wen Ting, Wang Qing, Fei Hongfang, Bao Hao
2014, 44(06): 73-76. doi: 10.13204/j.gyjz201406017
Abstract:
Based on the corrosion method of electricity migration,the characteristics of the chloride ion transmission under the stray current environment in the concrete cover were researched. Through four groups of specimens,the variation characteristics of t...
EXPERIMENTAL STUDY OF PERFORMANCE OF FLY ASH FIBER CONCRETE UNDER THE ACTION OF SALT FROST
Qu Feng, Niu Ditao, Yang Yuxi
2014, 44(06): 77-80. doi: 10.13204/j.gyjz201406018
Abstract:
The fly ash entrained concrete were designed and tested in 3. 5% NaCl solution under rapid freezing and thawing cycles,and then the concrete damaged layer thickness and relative dynamic modulus of elasticity were studied by the ultrasonic testing tec...
EXPERIMENTAL STUDY OF COMPRESSIVE STRENGTH OF THE NEW COMPOSITE BLOCK MASONRY
Xia Duotian, He Mingsheng, Tang Yanjuan, Fu Xiaojian, Shi Leiwei
2014, 44(06): 81-84. doi: 10.13204/j.gyjz201406019
Abstract:
The composite masonry of thermal-insulating lightweight concrete hollow block is a new type of structure with composite polystyrene ( EPS) soil as its inner core and the lightweight ceramsite concrete block as its external mould,because it makes the ...
DESIGN AND CONSTRUCTION CONTROL OF THE SPECIAL-SHAPED CAP SUPPORT FOR THE CAST-IN-PLACE LONG SPAN SELF-ANCHORED ARCH BRIDGE
Hu Juan, Song Yifan, Sun Xiaoyi
2014, 44(06): 85-89. doi: 10.13204/j.gyjz201406020
Abstract:
In the constructing a long-span self-anchored swivel arch bridge which crossing the existing line,how to obtain reliable cast-in-place main arch special-shaped cap support the temporary structure is a key technical problem in the construction. Theref...
ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION
Zhang Teng, Wu Xiaohan, He Jinsheng
2014, 44(06): 90-94. doi: 10.13204/j.gyjz201406021
Abstract:
Aiming at a double-tower connected structure,which model was built with NosaCAD and was transferred into ABAQUS finite-element model,construction simulation analysis and elasto-plastic time history analysis were performed. Based on behavior of the st...
PROGRESS OF INVESTIGATION ON SEISMIC BEHAVIOR OF PRECAST CONCRETE FRAME STRUCTURES( Ⅰ) : STUDY OF JOINT PROPERTY
Zhou Deheng, Li Aiqun, Jia Hong, Wang Wei, Guo Tong, Pan Zhihong
2014, 44(06): 95-100. doi: 10.13204/j.gyjz201406022
Abstract:
The importance of study of seismic behavior of connection joints in precast concrete frame structures is described. Progress of investigation on seismic behavior of connection joints in precast concrete frame structures is introduced,including prestr...
STATE OF THE ART: WIND-RAIN RESISTANCE OF POWER TRANSMISSION TOWER-LINE SYSTEM
Tian Li, Yu Qiqi, Yin Dong, Wang Qian
2014, 44(06): 101-107. doi: 10.13204/j.gyjz201406023
Abstract:
Power transmission tower-line system is an important power engineering facility,and its security directly affects the normal operation of the power system. The wind load is considered to be one of the main factors threatening its safety. Therefore,it...
CONSTRUCTION INDUSTRIALIZATION AND GREEN MODULE BUILDING
Chen Aoyi, Zhang Zhaoyi, Wang Hui, Yang Zhiyan, Zhang Jiaqi
2014, 44(06): 108-111. doi: 10.13204/j.gyjz201406024
Abstract:
The paper explained industrialization of residential buildings and some problems,and also analysed the industrialized,assembled and the the seismic performance characteristics etc,of modularization buildings and it was pointed out that modular buildi...
EXPERIMENTS AND FINITE ELEMENT ANALYSIS OF VARIABLE CROSS-SECTION STEEL TUBE SPLICE JOINTS IN TENSION
Yan Dexu, Wan Hongxia, Wang Xiaoping
2014, 44(06): 112-116. doi: 10.13204/j.gyjz201406025
Abstract:
The steel tube structures are widely applied in building engineering because of their excellent mechanical properties. The design of the joints is an important part of the whole steel structure. An innovative test setup was developed and full scale e...
ELASTIC STABILITY OF STEEL PLATE SHEAR WALL WITH CROSS STIFFENERS IN SHEAR
Tong Genshu, Tang Xuemei, Zhang Lei
2014, 44(06): 122-129. doi: 10.13204/j.gyjz201406027
Abstract:
Based on previous studies,the vertical channel stiffeners with torsional rigidity are first installed,then one transverse strip stiffener with no torsional rigidity is installed,numerous SPSWs with cross double-sided stiffeners are analyzed with fini...
DESIGN AND ANALYSES OF HYBRID-STRUCTURE BY REGULAR TRIANGULAR SPATIAL TRUSSES AND SINGLE-LAYER CYLINDRICAL RETICULATED SHELLS
Wang Chequan, Shen Bo, Ma Kejian, Xie Chengji, Li Meng
2014, 44(06): 130-134. doi: 10.13204/j.gyjz201406028
Abstract:
The regular triangular spatial trusses and single-layer cylindrical reticulated shells are integrated into a new roof structure of wave shape,which can give full play to the advantages of the two structures. By analyzing the calculation results of st...
THE ASEISMIC REINFORCEMENT OF STRUCTURE FOR PENGSHAN SPORTS CENTER
Liu Chengqing, Li Junjun, Sun Xiaodan
2014, 44(06): 135-138. doi: 10.13204/j.gyjz201406029
Abstract:
In recent years,earthquakes treatmently occur,the new seismic code has been developed,the seismic analysis and identification of reinforcement were needed for the existing gyms built before the promulgation of new seismic code. Meanwhile,the gyms hav...
DETECTION APPRAISAL AND STRENGTHENING OF A BENT FRAME STRUCTURE PLANT
Shu Biqing, Zheng Juan
2014, 44(06): 139-142. doi: 10.13204/j.gyjz201406030
Abstract:
The site detection,structural calculation and analysis of a single floor and span double way gradient bent frame structure plant were carried out,then the major problem was discovered that the carrying capacity of the reinforced concrete column dissa...
THE PLANNING AND DESIGN OF ARCHITECTURE AND ENVIRONMENT IN THE NEW CAMPUS OF JIANGSU YOUNG MIDDLE SCHOOL
Hu Haihong, Ding Xiaohong, Zhou Chao, Wu Jian
2014, 44(06): 143-145. doi: 10.13204/j.gyjz201406031
Abstract:
Building and environment is the material carrier of campus culture,but also is the material carrier with the education function,and its role in the school campus cultural construction is very clear. Through the experience in the process of design of ...
RESEARCH ON PROTECTION OF INDUSTRIAL HERITAGE OF PINGDINGSHAN
Guo Ru, Jiao Lei
2014, 44(06): 146-149. doi: 10.13204/j.gyjz201406032
Abstract:
Sustainable development of resource-exhausted city is seriously constrained and transformation has become a pressing matter of the moment. For the resource-based city,because of the pressure of adjustment and upgrade of industrial structure,many indu...
ANALYSIS OF ENGINEERING APPLICATION OF COMPOSITE LIGHT-WEIGHT SHEARWALL THERMAL INSULATION SYSTEM
Du Shuting
2014, 44(06): 150-153. doi: 10.13204/j.gyjz201406033
Abstract:
Combined with technical characteristics of composite light-weight building system and engineering application of light-weight composite shearwall,it was presente that the technical structures,material properties, system design and construction points...
DEFORMATION MONITORING OF THE SUPPORTING STRUCTURE OF DEEP EXCAVATION OF JIAMING CENTER HOTEL IN BEIJING
Xiong Zongxi, Li Haiming, Zeng Lingqiang, Duan Shidu
2014, 44(06): 154-157. doi: 10.13204/j.gyjz201406034
Abstract:
Because of the safety and economic practicality,the combination support system of soil nailing wall with composite pile-anchor has been more widely used in deep excavation supporting project. In order to do further investigation of the deformation ex...
RECOGNITION OF THE ENTRANCE SPACE DESIGN OF THE TRANSPORT BUILDING COMPLEX FROM TRANSPORT COMPLEXES IN JAPAN
Hu Yingdong
2014, 44(06): 158-162. doi: 10.13204/j.gyjz201406035
Abstract:
The entrance as a basic element of the building,contains the functions,moral & aesthetics values,and presents variable images. It is always the focus of the building,and the joint point of the passenger flows. The transport building complex is breaki...