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

2007 Vol. 37, No. 1

Display Method:
THE CREATION AND RESEARCHES FOR THE NATIONAL FENCING EXERCISE HALL
Gui Taoquan
2007, 37(1): 1-3,7. doi: 10.13204/j.gyjz200701001
Abstract:
Combined the creation of the national fencing exercise hall,it was elaborated how to carry out the basic design idea,that is form follows function.At the same time,the Chinese architects were called on to create the best construction works by the pur...
STRUCTURE TECHNOLOGY AND ART EXPRESSION OF THE LARGE-SPAN ROOF
Zhu Liang
2007, 37(1): 4-7,3. doi: 10.13204/j.gyjz200701002
Abstract:
Taking ping-pong gyrnnasium for Beijing 2008 Olympic Games,Zhengzhou International Conference and Exhibition Center and Nantong Stadium for Examples,it is analyzed the structure technology and art expression of large-span roofs from three aspectsspir...
STABILITY ANALYSIS OF SUSPEND-DOME OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES
Zhang Ailin, Liu Xuechun, Ge Jiaqi, Zhang Baoqin, Zhang Xiaofeng
2007, 37(1): 8-11,46. doi: 10.13204/j.gyjz200701003
Abstract:
The suspend-dome with span of 98m,rise of 9.3m and rise-span ratio 1/10 is adopted in Badminton Gym for 2008 Olympic Games.Analyses including force,displacement,eigenvalue buckling and nonlinear buckling to suspend-dome and single layer shell are con...
DESIGN AND EXPERIMENTAL STUDY ON THE JOINTS OF NATIONAL GYMNASIUM
Qin Jie, Chen Xinli, Xu Ruilong, Qin Yang, Xu Yake, Li Zhenbao
2007, 37(1): 12-15. doi: 10.13204/j.gyjz200701004
Abstract:
The roof structure system of the National Gymnasium is bidirectional truss string structure.As a new structure system,the shape and structural behavior of the joints are more complicated,the design of the joints is extremely difficult. The design pro...
EXPERIMENTAL RESEARCH ON PRESTRESSING CONSTRUCTION TECHNOLOGY OF NATIONAL GYMNASIUM
Qin Jie, Xu Ruilong, Qin Yang, Xu Yake, Gao Heng, Li Zhenbao
2007, 37(1): 16-19. doi: 10.13204/j.gyjz200701005
Abstract:
It has been studied the prestressing construction technology of bidirectional truss string structure of the National Gymnasium.The two methods of tensioning cables are compared from three aspects: cable forces,axial stress and vertical displacements....
STRUCTURAL DESIGN OF JUDO AND TAE KWON DO GYMNASIUM FOR BEIJING OLYMPIC GAMES
Ren Baoshuang, Liu Fengge, Li Zhengyu, Chang Qiang
2007, 37(1): 20-22,65. doi: 10.13204/j.gyjz200701006
Abstract:
It is introduced the structural design of the gymnasium for University of Science and Technology of Beijingjudo and tae kwon do gymnasium for Beijing Olympic Games,including choice of structural system,features of structural global analysis,features ...
DESIGN OF LONG-SPAN PRESTRESSED HOLLOW PLATE OF SHOOTING GYM FOR BEIJING OLYMPIC GAMES
Tang Han, Shen Minxia, Xu Yan
2007, 37(1): 23-25,19. doi: 10.13204/j.gyjz200701007
Abstract:
By introducing the structural design features of large-span prestressed hollow plate with cast-in-situ concrete of shooting gym for Beijing Olympic Games,it is expounded section determination of the hollow plate,and is also described some structural ...
THE BEAM STRING STRUCTURE CONSTRUCTION TECHNOLOGY OF THE OLYMPIC TRAINING STADIUM FOR THE NATIONAL OLYMPIC SPORTS CENTER
Xu Ruilong, Qin Jie, Li Guoli, Qin Yang, Zhang Wei
2007, 37(1): 26-29. doi: 10.13204/j.gyjz200701008
Abstract:
The Olympic Training Stadium is built for 2008 Olympic Games.The beam string structure with viable span is used for the stadium.The steel structure and prestressing construction technology are described in detail.According to the construction simulat...
ERECTION TECHNIQUE OF SPACE STEEL MEGA-TRUSS FOR THE NATIONAL STADIUM
Feng Yejian, Wei Yijin, Liu Zixiang
2007, 37(1): 30-33. doi: 10.13204/j.gyjz200701009
Abstract:
For the project of erecting the steel structures of the national stadium,the main truss was divided into two lifting elements,i.e.space 3-D truss and 2-D truss according to the actual conditions.Therefore,the multiport-butt of 3-D truss,as well as th...
MODERN EXPLANATION OF REGIONAL ARCHITECTURES——ARCHITECTURAL DESIGN OF NAIDONG COUNTY GOVERNMENT WORKING CENTER IN SHANNAN DISTRICT OF TIBET
Huang Luhong, Zhou Bo, Xu Kang
2007, 37(1): 34-37,72. doi: 10.13204/j.gyjz200701010
Abstract:
It it explored that some thinkings about architectural regionalization and modernization under special conditions,according to analyzing the design scheme of Naidong County Government Working Center in Shannan District of Tibet.It is attempted to see...
PROTECTION AND INNOVATION OF DAI'S HOUSES
Bai Wenfeng, LüJue
2007, 37(1): 38-41. doi: 10.13204/j.gyjz200701011
Abstract:
The Dai's traditional buildings are known as environmental friendly.But the construction of the Dai's new houses are exertting a strong influence on the environment of the Dai's village.It is presented a tentative review to some structure systems whi...
RESEARCH ON TEMPERATURE EFFECT COMBINATION IN THE DESIGN OF CONCRETE STRUCTURE
Zhang Jianrong, Liu Zhaoqiu, Hua Yijie
2007, 37(1): 42-46,11. doi: 10.13204/j.gyjz200701012
Abstract:
After analyzing the general regulation of temperature changes in nature,some climate factors that influence temperature effect to structure are analyzed.The climate factors are mainly sunshine radiation,the temperature,the wind speed.The research aim...
INFLUENCE OF CONNECTION FORM OF MAIN FRAME BEAM-COLUMN ON BEHAVIORS OF MEGA-FRAME STRUCTURES
Shen Pusheng, Meng Huanling
2007, 37(1): 47-51. doi: 10.13204/j.gyjz200701013
Abstract:
With the application of concrete-filled steel tubular member to mega-frame structures,the connection forms of main beam-column can be classified as welded rigid connection,bolted gemel connection and semi-rigid connection.The results of a 24-story me...
TESTING AND ANALYSES OF THE WORKING STRESS OF RC COLUMNS
Yi Weijian, Xiang Hong
2007, 37(1): 52-56. doi: 10.13204/j.gyjz200701014
Abstract:
In the reliability estimation and inspection of existing structures,the working stress state of a RC structure is an important index related with structural behavior,but there was not a reliable testing method by which one can obtain the working stre...
NUMERICAL ANALYSIS OF ENTIRE INTERACTIVE SYSTEM OF RAFT FOUNDATION CONSIDERING STRUCTURAL STIFFNESS EFFECT
Cui Chunyi, Luan Maotian, Yang Qing
2007, 37(1): 57-61,68. doi: 10.13204/j.gyjz200701015
Abstract:
Raft foundations are widely empolyed for high-rise buildings or multi-rise structures founded on soft ground.Therefore the interaction of superstructure,raft foundation and subsoil gets to be considerably significant in the analysis and design of maj...
DYNAMIC RESPONSES OF PLATES ON ELASTIC FOUNDATION BY MULTIVARIABLE SPLINE STATE SPACE PRECISION METHOD
Lei Qingguan, Wang Jianguo, Shen Xiaopu
2007, 37(1): 62-65,22. doi: 10.13204/j.gyjz200701016
Abstract:
It is presented the application of spline element and state space precision method to analysze dynamic response of plates on elastic foundation.The spline element analysis is applied in space domain and the state space precision method is used in tim...
STUDY ON VIBRATION OF FRAME FOUNDATION UNDER MACHINERY
Wang Yuhong, Liu Zhanjun, Niu Jian
2007, 37(1): 66-68,61. doi: 10.13204/j.gyjz200701017
Abstract:
By computation and practical example of running machine,it is shown that the frame foundation under high-frequency machine should not be designed in design principle of avoiding resonance,but should be designed in contral principle of vibration ampli...
SUPPORT FOR FOUNDATION EXCAVATION AND PROTECTION OF ADJACENT BUILDING BASED ON DISPLACEMENT CONTROL
Liu Xiangyi, WeiHuanwei, Zhang Xin
2007, 37(1): 69-72,37. doi: 10.13204/j.gyjz200701018
Abstract:
According to the characteristics of foundation pit and adjacent building and surrounding circumstance,some reasonable measures are given to protect the safety of adjacent building based on displacement control,such as prestressed anchor for limitatio...
EXPERIMENTAL RESEARCH ON COMPRESSIVE STRENGTH OF PLASTIC CONCRETE
Zhang Peng, Huang Chengkui, Li Qingfu
2007, 37(1): 73-76,102. doi: 10.13204/j.gyjz200701019
Abstract:
In order to disscus the influencing factors of compressive strength of plastic concrete,the reasonable testing method of compressive strength of plastic concrete was given and series comparative tests have been accomplished aiming at raw materials an...
DEVELOPMENT OF PUMPING HPSFRC FOR ANCHORAGE ZONE BETWEEN STEEL ANCHORAGE BOX AND CABLE IN BRIDGE TOWER
Jiang Jinyang, Sun Wei, Zhang Yunsheng, Jin Zuquan, Hong Jinxiang, Wang Jing
2007, 37(1): 77-81,92. doi: 10.13204/j.gyjz200701020
Abstract:
The usual fiber concrete is not widely used in high bridge tower due to bad pumping performance.Experiments were concentrated on pumpability,plastic shrinkage and drying shrinkage of the anchorage concrete.Based on the advanced multi-compound techniq...
INVESTIGATION ON THE TEST OF FLEXURAL STRENGTH OF STEEL FIBER RECYCLED CONCRETE
Wang Junlong, Xiao Jianzhuang
2007, 37(1): 82-86. doi: 10.13204/j.gyjz200701021
Abstract:
The flexural strength of steel fiber recycled concrete (SRC) with different recycled coarse aggregate(RCA) replacement ratio and different water/cement(W/C) ratios was investigated,these SRC were mixed with RCA in weight percentage of(referred to tot...
APPLICATION OF SOLID65 ELEMENT IN THE FINITE ELEMENT ANALYSIS OF CONCRETE STRUCTURES
Si Bingjun, Sun Zhiguo, Ai Qinghua
2007, 37(1): 87-92,81. doi: 10.13204/j.gyjz200701022
Abstract:
Solid65 element is defined for concrete material specially in the ANSYS software.The research results in analysis of RC structures,steel-concrete composite structures and FRP-strengthened concrete structures by using Solid65 element are reviewed.The ...
RELIABILITY ANALYSIS OF PLANAR PRESTRESSED STEEL TRUSSES BASED UPON REFLECTION TRANSFORMATION METHOD
Wang Xintang, Yang Xiaoming
2007, 37(1): 93-95. doi: 10.13204/j.gyjz200701023
Abstract:
The method of reflection transformation is used to establish the computational model of reliability index of each element of planar prestressed steel structures with elastic restraint,and reliability index of the structural system is further obtained...
THE INTERACTIVE-BUCKLING ANALYSIS OF TAPERED H-SECTION STEEL BEAMS WITH THIN WEB
Yang Na, Long Lihua, Yang Qingshan
2007, 37(1): 96-100. doi: 10.13204/j.gyjz200701024
Abstract:
Based on the finite element method,the interactive buckling of tapered H-section steel beams used in portal frame structures are analyzed by ANSYS,in which geometric and material non-linearity are considered.The H-section tapered beams with thin web ...
ALLOWABLE STRESS AND STRENGTH DESIGN METHOD OF MASONRY CODE IN THE UNITED STATES——DESIGN OF SHEAR MEMBERS
Ye Yanhua
2007, 37(1): 101-103,76. doi: 10.13204/j.gyjz200701025
Abstract:
The requirements for allowable stress design of masonry were retained and strength design provisions were first included in the American Building Code Requirements for Masonry Structures(ACI 530-02/ASCE 5-02/TMS 402-02) in the 2002 edition.Allowable ...
EXPERIMENTAL STUDY ON CONFINED CONCRETE WOUND WITH STEEL CABLE UNDER AXIAL COMPRESSION
Wang Yongsuo, Pan Jinglong
2007, 37(1): 104-106. doi: 10.13204/j.gyjz200701026
Abstract:
Experiments were done on 16 circular concrete short columns wound with thin steel cable in different interval.The forced characteristics of this type of confined concrete under axial compression is researched.The result indicates that the compressive...
RECTIFICATION OF A SIX-STOREY DWELLING HOUSE WITH SERIOUS DECLINATION
Jia Yigang, Zhao Jun, Yang Depin, Tu Xuwen, Pan Qiujiang
2007, 37(1): 107-109. doi: 10.13204/j.gyjz200701027
Abstract:
A six-storey dwelling house in serious declination with 556 mm maximum drift of the roof plate due to the differential settlement of the foundation of the building has been rectified by strengthening with statically pressed bolt pile and digging thro...
DETECTION AND ANALYSIS OF CRACKED CONCRETE COLUMN FOR A DWELLING BUILDING IN SHANTOU
Liu Jinwei, Xiong Guangjing
2007, 37(1): 110-112. doi: 10.13204/j.gyjz200701028
Abstract:
The detection for concrete column cracking of a dwelling building by detecting chlorine ion in the concrete,concrete cover thickness and degree of steel-bar corrosion was completed.The result of detection and analysis indicated that the main reason o...
2007, 37(1): 112-112. doi: 10.13204/j.gyjz20070129
Abstract:
TALK ABOUT "THE DOCTRINE OF TAKING AND COPYING" IN CHINESE ARCHITECTURES
Wu Mengxi
2007, 37(1): 113-114. doi: 10.13204/j.gyjz20070130
Abstract:
For the foreign building culture,it is proposed that the doctrine of taking and copying should be adopted,namely assimilate the essence and reject the dross,at the same time when absorbing a new thing,people should remember the inheritance and drawin...
THINKING ON THE DESIGN OF URBAN RESIDENTIAL QUARTERS WITH WATER LANDSCAPE
Zhao Xiang, Li Jiahua, Cheng Bin
2007, 37(1): 115-117. doi: 10.13204/j.gyjz20070131
Abstract:
The city residential quarters with water landscape are developing rapidly.However,they need to be understood more completely.It is explored the role of water landscapes in urban residential quarters and the approaches of water landscapes design.Final...
2007, 37(1): 118-120. doi: 10.13204/j.gyjz20070132
Abstract: