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. 4

Display Method:
ANALYSIS ON SEMI-ACTIVE CONTROL OF SEISMIC RESPONSES OF ADJACENT STRUCTURES
Yang Youfa, Zhang Jiangli, Feng Zhongjie
2011, 41(4): 1-5,37. doi: 10.13204/j.gyjz201104001
Abstract:
Architectures in modern cities are built closely or designed as master-slave structure with multisubstructures because of intensity in utilization of land,functions of use and architectural shapes. The architectures with such designs will be damaged ...
TMD CONTROL RESEARCH OF HIGH-RISE REINFORCED CONCRETE FRAME SUBJECTED TO RECTANGULAR CYCLIC IMPULSE EXCITATION
Yan Anzhi, Sun Haili, Lu Jingjing, Zhang Zhanqian, He Na
2011, 41(4): 6-10,118. doi: 10.13204/j.gyjz201104002
Abstract:
Taking a gasification furnace workshop in Yima as investigated object,using the finite-element program ANSYS,the response of the structure under rectangular cyclic impulse excitation is researched. The TMD control system is designed, and the gasifica...
DYNAMIC RESPONSES OF BASE-ISOLATED STRUCTURE UNDER THE NEAR-FAULT HORIZONTAL-VERTICAL SEISMIC ACTION
Hong Junqing, Bao Hua
2011, 41(4): 11-15,20. doi: 10.13204/j.gyjz201104003
Abstract:
During the application process of base-isolated technology,which is a generally acknowledged measure to resist the earthquake action and reduce the loss of building structure. But the near-fault seismic action with a strong shock is not taken into ac...
NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM
Zhang Yan, Li Zhangzheng
2011, 41(4): 16-20. doi: 10.13204/j.gyjz201104004
Abstract:
A non-linear time-history analysis of a high-level isolation structure under multi-dimensional seism is done by using the SAP2000 structural analysis software. The results of calculation and comparison show that the good effects are received in high-...
STUDY ON SEISMIC BEHAVIOR MODELING AND KEY PARAMETERS OF THE UNSYMMETRICAL HYBRID CONNECTIONS
Liang Peixin, Guo Zhengxing
2011, 41(4): 21-25,132. doi: 10.13204/j.gyjz201104005
Abstract:
Unsymmetrical hybrid connection is a post-tensioned dry connection with damping. The finite-element analysis program DRAIN_2DX was used to simulate the seismic-resistance performance under reverse cyclic loading. Results of the finite-element analysi...
BILATERAL SHEAR STRENGTH OF RECTANGULAR FRAME COLUMN UNDER EARTHQUAKE
Dong Chunmin, Lin Xinyan, Lian Jin
2011, 41(4): 26-29,65. doi: 10.13204/j.gyjz201104006
Abstract:
The mechanism and calculation method of bilateral shear strength of rectangular frame columns ( RFC) under low-cyclic oblique horizontal loads were investigated based on an experiment including 5 rectangular frame columns without stirrup and 7 rectan...
EXPERIMENTAL RESEARCH ON THE RESISTANCE TO LATERAL FORCE OF A NEW-STYLE BLOCK MASONRY WALLS WITH CONSTRUCTIONAL COLUMNS
Gong Jin, Zhou Luming
2011, 41(4): 30-33,49. doi: 10.13204/j.gyjz201104007
Abstract:
The previous research indicates that by inserting a concrete bolt in the hole can chain the upper block with lower block ,the shear strength of the small hollow concrete block masonry can be increased effectively and seismic performance improved. Thi...
ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE
Li Ke, Chen Guoping, Tang Lan
2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008
Abstract:
The masonry-concrete shear wall structure is a kind of new composite structure developed from the masonry wall. A new structure was proposed by making the walls of small rooms like toilet,kitchen concrete shear walls,which formed it as shear wall tub...
BEARING CAPACITY OF FRAME’S COLUMN STRENGTHENED WITH ADDITIONAL FLANGE WALL
Fan Chao, Wang Ruheng, Jia Bin, Guo Wen
2011, 41(4): 38-41,123. doi: 10.13204/j.gyjz201104009
Abstract:
A large number of frames damaged due to the poor lateral stiffness in Wenchuan Earthquake. Additonal flange wall could effectively improve the lateral stiffness. This paper analyzed the bearing capacity of special-shaped column of the practical engin...
RAPID IDENTIFICATION OF RC SINGLE-FACTORY BUILDING AFTER EARTHQUAKE
Zhou Changdong, Bai Xiaobing, Zhao Feng
2011, 41(4): 42-49. doi: 10.13204/j.gyjz201104010
Abstract:
Currently,there is no code and mature method that are specially used for the rapid identification of the reinforce concrete single-factory building after the earthquake in China. A specific method used for rapid assessment of the single-factory build...
THE DEVELOPMENTAL TREND OF DOMESTIC TECHNICAL RESEARCH IN ARCHITECTURE RENEWAL FIELD
He Yaoxuan, Yan Lun
2011, 41(4): 50-53. doi: 10.13204/j.gyjz201104011
Abstract:
Technical innovation is a promotional factor of academic development in western architecture renewal field,which also means a lot for China urbanization. In the past decades,the domestic academic research of architecture renewal has been improving co...
PROTECTION OF THE MODERN INDUSTRIAL ARCHITECTURAL HERITAGE IN CHANGSHA
Wang Wei, Wei Chunyu
2011, 41(4): 54-58,128. doi: 10.13204/j.gyjz201104012
Abstract:
By analyzing the development of modern industry in Changsha,it was selected three cases of the representatives of different periods of industrial architectural heritage transformation. From the angles of the reservations of the building structure,reu...
THE COLOR DESIGN FOR THE INDUSTRIAL DEVELOPMENT DISTRICT OF ZIYANG IN CHENG DU
He Min, Zhou Bo
2011, 41(4): 59-62. doi: 10.13204/j.gyjz201104013
Abstract:
Color is the major part of architecture design. Color application is the indispensable and important part in planning and design of a modern industrial park. Currently Chinese industrial park has entered the phase of ecology and harmony development,b...
THE ARCHITECTURE DESIGN OF NO. 3 HOT STRIP MILL PROJECT IN BENSTEEL
Chen Hongqin
2011, 41(4): 63-65. doi: 10.13204/j.gyjz201104014
Abstract:
Combining the design of the mill building for Bensteel No. 3 Hot Strip Mill project,this article elaborates the aesthetic trend of modern industrial buildings and the characteristics of creative design.
DESIGN AND ENGINEERING APPLICATION OF MODERN BAMBOO SINGLE HOUSE
Chen Guo, Xiao Yan, Shan Bo, She Liyong, Yang Ruizhen
2011, 41(4): 66-70,74. doi: 10.13204/j.gyjz201104015
Abstract:
This paper introduces the experiments,design and engineering application of modern bamboo single family house. The features of foundation,wall,floor,and roof are discussed in detail. The design and construction of the bamboo house is based on the pro...
EXPERIMENT AND ANALYSIS ON MECHANICAL PROPERTIES OF REINFORCED CERAMSITE CONCRETE BEAM AFTER FIRE
Yuan Lili, Wang Jianmin, Zhao Yajun, Yang Chengwen
2011, 41(4): 71-74. doi: 10.13204/j.gyjz201104016
Abstract:
To study the mechanical properties of reinforced ceramsite concrete structure after fire,experiments on fire resistance performance of a group of simple supported beams and static loading tests after fire were carried out. Comparing with the beams be...
STUDY ON THE DRYING SHRINKAGE OF MAGNESIUM PHOSPHATE CEMENT MORTAR
Lin Wei, Sun Wei, Li Zongjin
2011, 41(4): 75-78,84. doi: 10.13204/j.gyjz201104017
Abstract:
The drying shrinkage of magnesium phosphate cement mortar was studied in the paper,including the influence of reactivity of magnesia,water to binder ratio,magnesium to phosphorus ratio,fly ash content and usage of retarder on the drying shrinkage of ...
A STUDY ON THE FEATURE AND FORMATION MECHANISM OF SUPER KARST WATER BURST IN DEEP KARST TUNNEL
Zhang Xudong, Liu Xinrong
2011, 41(4): 79-84. doi: 10.13204/j.gyjz201104018
Abstract:
The super burst water occurred in Maluqing Tunnel of Yichang-Wanzhou Railway on January 21,2006, which would be the largest burst water in China history of railway construction. The flow rate was more than 200 m3 / s and the total water inflow was mo...
STUDY ON LOAD REDUCTION TEST FOR HIGH-FILL DOUBLE PIPE CULVERT
Cao Zhouyang, Wang Xiaomou, Wang Junwei
2011, 41(4): 85-91. doi: 10.13204/j.gyjz201104019
Abstract:
In order to solve the problem of excessive load on the high-fill culverts,it was conducted a load reduction test of a double pipe culvert by laying single or double-layer EPS with different density and thickness,which was also compared with no EPS bo...
EXPERIMENTAL STUDY ON SHEAR STRESS RELAXATION CHARACTERISTICS OF NANNING UNSATURATED EXPANSIVE SOIL UNDER THE CONDITION OF SHEARING
Xu Hao, Xiao Hongbin, Teng Ke
2011, 41(4): 92-96,91. doi: 10.13204/j.gyjz201104020
Abstract:
On the basis of a series of indoor shear stress relaxation tests for Nanning unsatruated manipulated expansive soils,shear stress relaxation characteristics of the unsaturated manipulated expansive soils under the condition of direct shearing were re...
EXPERIMENTAL RESEARCH ON PREPARATION OF ECOLOGICAL CEMENTITIOUS COMPOSITES PVA-ECC
Li Yan, Liang Xingwen, Liu Zejun
2011, 41(4): 98-102. doi: 10.13204/j.gyjz201104021
Abstract:
PVA-ECC has the properties of high ductility,which ensures the capacity for large energy dissipation,but low strength. By making waste materials,an orthogonal test method is adopted to prepare PVA-ECC with high strength but also meeting a engineering...
EFFECT OF EXTERNAL CHLORIDE SALT ENVIRONMENT ON CHLORIDE BINDING CAPABILITY OF CONCRETE
Liu Junlong, Yu Hongfa, Sun Wei, Chen Shudong
2011, 41(4): 103-106. doi: 10.13204/j.gyjz201104022
Abstract:
The total chloride ion and free chloride ion contents of concrete were determined by natural diffusion method. Cl - binding capability was calculated for different kinds of concrete. The influences of the types of environmental media and chloride ion...
STUDY ON STRUCTURE STABILITY OF CHEMICAL FERTILIZER PRILLING TOWER
Xue Qiang, Hao Jiping, Wang Yingchun
2011, 41(4): 107-111,154. doi: 10.13204/j.gyjz201104023
Abstract:
Prilling tower is the core structure in the technological process of Nitro-compound fertilizer plant,the safety of the structure is directly related to the normal operation of fertilizer production. Prilling tower is a hollow high special structure w...
SEISMIC RESPONSE OF A RUNG-SHAPE LONG-SPAN TENSILE STRUCTURE (Ⅰ)
Xian Yaoqiang, Liu Boquan, Ding Jiangshu
2011, 41(4): 112-118. doi: 10.13204/j.gyjz201104024
Abstract:
Using the program,ANSYS,a finite element model of the rung-shape long-span tensile cable-membrane structure in Foshan Century Lotus Stadium was set up to investigate its dynamic performance under earthquake waves. Results show that the structures ver...
SIMULATION OF FLUCTUATING WIND LOAD ON ANGLE-STEEL COMMUNICATION TOWER AND ANALYSIS OF WIND-INDUCED VIBRATION RESPONSES
Shu Xingping, Yan Xinghua, Zou Hao
2011, 41(4): 119-123. doi: 10.13204/j.gyjz201104025
Abstract:
In this paper,according to the characteristics of the wind loads acting on angle-steel communication tower,the fluctuating wind will be considered as a stable Gaussian random process. Based on stochastic theory and the spatial correlation is consider...
DISCUSSION ON THE REMAINING BEARING CAPACITY OF COMPRESSIVE BRACES AFTER BUCKLING
Yang Junfen, Gu Qiang, Wan Hong, Peng Yiliang
2011, 41(4): 124-128. doi: 10.13204/j.gyjz201104026
Abstract:
In order to research the remaining bearing capacity of a compressive brace after buckling,a reduced scale inverted V-CBSF was designed in this paper,according to the hypothesis that a compressive brace would remain 70% of the bearing capacity after b...
THE STRAIN MONITORING OF CANOPY STEEL STRUCTURE FOR STADIUM OF JINAN OLYMPIC SPORTS CENTER
Zhou Xuejun, Ma Xiao, Lu He
2011, 41(4): 129-132. doi: 10.13204/j.gyjz201104027
Abstract:
Jinan Olympic Sports Center was the primary venue for the 2009 National Sports Games. The structure strain monitoring and its results of the steel structure for Jinan Olympic Sports Center are introduced. The stadium is a space steel truss structure....
APPLICATION SECTION-STEEL BONDED TO REINFORCE STRUCTURE WITH LOAD SIGNIFICANT INCREASED
Li Yuechen
2011, 41(4): 133-135,102. doi: 10.13204/j.gyjz201104028
Abstract:
In the technological transformation of a thermal power plant,a new deaerator and some ancillary facilities with a total weight of 2 000 kN would be placed on two beams of Oxygen Room. The load far beyond the originally designed carrying capacity of b...
ANALYSIS AND TREATMENT OF AN UNEVEN SETTLEMENT ACCIDENT OF A RESIDENTIAL BUILDING
Chen Dachuan, Tang Lifei, Guo Jiebiao
2011, 41(4): 136-139. doi: 10.13204/j.gyjz201104029
Abstract:
Uneven settlement of foundation is one of the main reasons leading to inclination of a structure and crack of components. The uneven settlement and over-settlement of a residential building with seven-storey masonry structure in Changsha are introduc...
APPLICATION OF STEEL BOX GIRDER STRUCTURE IN COMPLICATED GEOLOGICAL CONDITION
Wu Huajun, Fang Pengfei
2011, 41(4): 140-143,149. doi: 10.13204/j.gyjz201104030
Abstract:
The excavation project for the pump room of a thermo-electric plant is close to hills. Its geological and environmental condition is complicated,which is disadvantageous to its design. According to the safe principle and convenient construction,punch...
THE ANALYSIS OF ARCHITECTURE DESIGN STRATEGY AND TECHONOLOGY ADOPTED IN UNIVERSITY LIBRARY:THE DESIGN CONCEPT OF TSINGHUA UNIVERSITY LIBRARY
Gai Shijie, Dai Linlin, Bao Qichang
2011, 41(4): 144-143,149. doi: 10.13204/j.gyjz201104031
Abstract:
From interpretation of library buildings special significance to the university campus,this article analyzes the generation of design ideas of the Social Science Library of Tsinghua University. On this basis,it summarizes Bottas design features of th...
STUDY ON AUXILIARY SPACE IN RESIDENTIAL DWELLING SIZE
Wu Mengxi, Feng Xiaoxue
2011, 41(4): 150-153. doi: 10.13204/j.gyjz201104032
Abstract:
With the unceasing enhancement of the people living standard,people s request for the function,the spatial arrangement and the comfort of the residential dwelling size is also getting higher,which is manifested in the innovative design of housing aux...