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. 9

Display Method:
CONSTRUCTION MECHANICAL PROBLEMS AND COMPUTATIONAL METHODS OF COMPLEX STEEL STRUCTURES
Guo Yanlin, Liu Xuewu
2007, 37(9): 1-8. doi: 10.13204/j.gyjz200709001
Abstract:
The construction mechanic combines structure mechanic and constructiontechnology together. Its main feature isthat the geometry profiles, the physical properties and the boundary conditions of a research object will change withconstruction duration. ...
PRE-SET CONSTRUCTION DEFORMATION VALUE AND ITS COMPUTATIONAL METHODS FOR STEEL STRUCTURES
Liu Xuewu, Guo Yanlin
2007, 37(9): 9-15. doi: 10.13204/j.gyjz200709002
Abstract:
If the structural members are fabricated and erected according to the structural design configuration (SDC)during the construction process of steel structures, it may lead to a considerable deviation between the structuralconstruction completed confi...
ANALYSIS METHOD OF PRE -SET CONSTRUCTION DEFORMATION VALUES FOR THE NEW CCTV HEADQUARTERS
Guo Yanlin, Liu Xuewu, Liu Luyu, Zhang Qinglin
2007, 37(9): 16-21. doi: 10.13204/j.gyjz200709003
Abstract:
The new CCTV headquarters consists of two towers leaning 6 off vertical in both directions, a tremendous 14 -story -high cantilever joining two leaning towers at the top and a 9 -story -high podium at the bottom. Due to the continuouslyadded gravity ...
ANALYSIS OF INTERNAL FORCE AND DEFORMATION FOR THE NEW CCTV HEADQUARTERS DURING THE CONSTRUCTION PROCESS
Liu Xuewu, Guo Yanlin, Zhang Qinglin, Liu Luyu
2007, 37(9): 22-29. doi: 10.13204/j.gyjz200709004
Abstract:
The new CCTV headquarters consists of two towers leaning 6 -off vertical in both directions, a tremendous 14 -story -high cantilever joining two leaning towers at the top and a 9 -story -high podium at the bottom. Different constructionprocedures wil...
DEFORMATION MODELING ANALYSIS REFLECTING THE INFLUENCE OF FOUNDATION IN NEW CCTV HEADQUARTERS
Tian Guangyu, Guo Yanlin, Liu Xuewu
2007, 37(9): 30-34,108. doi: 10.13204/j.gyjz200709005
Abstract:
For the new CCTV headquarters, the deformation produced due to not only the loading affection resulting from itsinclined towers and cantilevered structure system but also the foundation settlement must be estimated to determine itsconstruction and er...
INTEGRATED MODEL ANALYSES OF THE WHOLE LIFT OF STEEL ROOF FOR A380 AIR CRAFT HANGAR IN BEIJING CAPITAL INTERNATIONAL AIRPORT
Guo Yanlin, Wang Yonghai, Liu Xuewu, You Dajiang
2007, 37(9): 35-40,15. doi: 10.13204/j.gyjz200709006
Abstract:
The whole lift design and analysis of steel roof in A380 air craft hangar are presented. Some key mechanicalproblems are outlined and analyzed. To solve these problems, a hoisting process analysis procedure based on an integratedmodel is proposed. In...
ERECTION TECHNOLOGY OF LARGE SPAN CHORD -TENSION TRUSS STRUCTURE FOR HARBIN INTERNATIONAL EXHIBITION CENTER
Huang Mingxin, Qian Weijun, Huang Kailong, Chen Bin, Mao Cheng
2007, 37(9): 41-44. doi: 10.13204/j.gyjz200709007
Abstract:
The erection technologies of large span chord -tension truss structure for Harbin International Exhibition Centerare introduced. Which include the organization of construction, the splicing and erectiontechnology of large span andweightchord -tension...
DEVELOPMENT OF HOUSE PARTS AND HOUSE DESIGN
Sun Zhijian
2007, 37(9): 45-47. doi: 10.13204/j.gyjz200709008
Abstract:
The contradiction between the diversification and standardization of houses has been solved to a large extent bythe development of member standardization in Japan, which raises the industrial level of house industry.By the research onthe development ...
DIVERSIFIED COUNTERMEASURES FOR HOUSING DESIGN--FROM STANDARD DESIGN OF HOUSE TO SUPPORT INFILL HOUSE IN JAPAN
Sun Zhijian
2007, 37(9): 48-50,72. doi: 10.13204/j.gyjz200709009
Abstract:
It is analyzed the design countermeasures for diversified demands on house design in Japan, which provesthat thesupport infill house is an effective means to realize diversifiedhouses; it is also definedthe demarcationbetween support infilland infill...
PROTECTING AND REUSE OF THE INDUSTRIAL BUILDING HERITAGE IN SHENYANG
Wang Xiaoyu, Chen Bochao, Zhang Yanfeng
2007, 37(9): 51-54. doi: 10.13204/j.gyjz200709010
Abstract:
The protecting andreuse of the industrial building heritage are concerned by more andmore people. As a famoushistoric city, there are large quantities of industrial building heritages in Shenyang, and these precious heritages are beingdestroyed. It i...
ARCHITECTURAL EXPERESSION FOR CHARACTERISTICS OF BASE ENVIRONMENT--CREATION OF COMPREHENSIVE BUILDINGS FOR GRADUATE STUDENTS IN NEW CAMPUS OF HENAN UNIVERSITY
Xu Jiqing
2007, 37(9): 55-56,61. doi: 10.13204/j.gyjz200709011
Abstract:
It is explored that the effects of the internal natural key element of base enviornmental characteristics and therestrained key element of peripheral environment on the design of buildings, via the creation of comprehensive buildings forgraduate stud...
EXPERIMENTAL RESEARCH ON THE SHEARING CAPACITY OF RECYCLED CONCRETE BEAMS WITHOUT STIRRUPS
Zhang Leishun, Zhang Xiaolei, Yan Guoxin
2007, 37(9): 57-61. doi: 10.13204/j.gyjz200709012
Abstract:
Using the contrast tests of 13 recycled aggregate concrete beams and natural aggregate concrete beams, theeffects of replacement ratio of recycled coarse aggregate and shear -span ratio on the characters of shear capacity anddeformability of recycled...
EXPERIMENTAL MODAL ANALYSIS FOR SHANGHAI KEWEI BUILDING STRUCTURE
Jia Shuizhong, Lou Menglin
2007, 37(9): 62-65. doi: 10.13204/j.gyjz200709013
Abstract:
The experimental modal analysis has been adopted in Shanghai Kewei Building which is an ultra -code high -risebuilding. This paper introduces the designed engineering project as a special case to find the critical path method anddiscusses the main fe...
ANALOGICAL RATIO BETWEEN SCALE MODELS WITH LESS BALLAST AND THEIR PROTOTYPES
Wang Gang, Wang Qiongmei
2007, 37(9): 66-68. doi: 10.13204/j.gyjz200709014
Abstract:
The analogical ratio between scale models with less ballast andtheir prototypes are provided by the dimensionalanalysis. The analysis results of one 1/28 scale model and a 1/3.0 scale model of RC shear wall are given in order to verifythe correctness...
STUDY ON THERMAL-INSULATING AND LINK DETAILS OF A NEW ENERGY-SAVING COMPOSITE WALL STRUCTURE
Yao Qianfeng, Zhang Xufeng, Wei Xiao
2007, 37(9): 69-72. doi: 10.13204/j.gyjz200709015
Abstract:
A new energy -saving composite wall structure is a new residential building structure characterized by low weight,energy-saving and good aseismic performance, which is mainly constructed with pre -cast multi-ribbed composite slabs,concealed frame and...
STUDY OF RESTORING FORCE MODEL SKELETON CURVE OF PRESS -BENDING COMPONENT
Zhao Zhonghu, Zhang Guoqing
2007, 37(9): 73-76. doi: 10.13204/j.gyjz200709016
Abstract:
Restoring force model plays a very important role in the research of earthquake -resistant structure. Taking thedeformation and internal force of a section as generalized stress -strain, utilizing plastic potential theory and flow rule as wellas hard...
EXPERIMENTS AND ANALYSIS OF INFLUENCE ON VIBRATORY LOAD TO SHEAR STRENGTH OF RED CLAY IN XIAMEN
Hu Hua, Gu Hengxing, Yu Dengrong
2007, 37(9): 77-79,88. doi: 10.13204/j.gyjz200709017
Abstract:
Triaxial shear tests are done before and after vibratory load actings, and the testing samples are the red clay inXiamen. The effects of vibratory loading on sample' s cohesive force, internal friction angle, shear strength equation and theability to...
BEARING BEHAVIOUR OF STRIP FOUNDATIONS ON UNDRAINED TWO-LAYERED SUBSOIL SUBJECTED TO ECCENTRICAL LOADING
Zhan Yungang, Yuan Fanfan, LuanMaotian
2007, 37(9): 80-83. doi: 10.13204/j.gyjz200709018
Abstract:
Two -dimensional finite element analysis of strip surface foundations resting on undrained two -layered subsoilunder the effect of combined vertical(V)and moment(M)loading has been applied to investigate the ultimate bearingcapacity and failure mecha...
A DETERMINISTIC COMPUTATIONAL MODEL OF THE ANTI -SLIDE PILES
Yang Tao, Zhou Depei, Feng Jun
2007, 37(9): 84-88. doi: 10.13204/j.gyjz200709019
Abstract:
In present computational model of the ant-i slide pile, the anchoring segment is assumed as elastic foundationbeam, and the quantitative of the landslide thrust can be calculated. So, these two computational conditions aredeterministic. But the distr...
EFFECTS OF TESTING SAMPLES ACQUISITION ON THE RESULT OF CHLORIDE ION DIFFUSIVITY IN CONCRETE BY RCM -TEST
Wu Zhaohui, Li Yueming, Gan Weizhong
2007, 37(9): 89-92,29. doi: 10.13204/j.gyjz200709020
Abstract:
By doing the comparative tests, it is evident that the method of getting the core test samples will have someeffects on the result of RCM -test for determining chloride ion diffusivity in concrete, on the basis of which the cause ofeffects is analyze...
PROPERTIES AND ENGINEERING APPLICATIONS OF GROUTING MATERIAL PREPARED WITH HIGH -PERFORMANCE GROUTING ADMIXTURE
Guo Lei, Lu Tongwei, Gu Qiang, Liu Zhiguo
2007, 37(9): 93-96. doi: 10.13204/j.gyjz200709021
Abstract:
It is studied that the properties of high -performance grouting admixture and grouting material prepared withgrouting admixture. The tests show that the grouting material prepared with cement(P-O 52-5R or P?O 42-5R), riversand, crushed stone and grou...
EXPERIMENTAL STUDY ON BENDING STRENGTH OF CRUMB RUBBER CONCRETE FOR PAVEMENT
Yang Linhu, Zhu Han, Wang Qingyu
2007, 37(9): 97-100,112. doi: 10.13204/j.gyjz200709022
Abstract:
As a new style material in concrete field, crumb rubber concrete is providedwith perfect ability of holding backcrack, better resistance to shock load and better energy dissipation, and is very suitable for new pavement material. Theprimary study on ...
STUDY ON STATIC MECHANICAL PROPERTY OF FATIGUED CORRODED STEEL BARS
Yi Weijian, Sun Xiaodong
2007, 37(9): 101-103. doi: 10.13204/j.gyjz200709023
Abstract:
The corroded steel bars, which are taken from the beams destroyed by the fatigue loads, are tested in the statictensile experiment. Then the obtained correlative mechanics parameters are analyzed to attain the relationship of thecorrosion ratio, the ...
STATE -OF -THE -ART OF WOOD STRUCTURE STRENGTHENED WITH FRP
Xu Qingfeng, Zhu Lei
2007, 37(9): 104-108. doi: 10.13204/j.gyjz200709024
Abstract:
Based on the references available, the state -o-f the -art of wood members strengthened with FRP is summarized.FRP strips, sheets and bars are used to strengthenwood beams for improving their bending capacity and shear capacity, tostrengthen wood col...
EFFECT OF TAPERED END AND SPEW FILLETON INTERFACIAL STRESSES IN BEAMS REINFORCED WITH A CFRP PLATE
Deng Jun, Huang Peiyan
2007, 37(9): 109-112. doi: 10.13204/j.gyjz200709025
Abstract:
The adhesive bonding technique has been widely used in construction as an alternative of conventional jointtechniques. Spew fillet and tapered plate are suggested to reduce the stress concentration in the adhesive layer of retrofittedbeams. Finite el...
THE SEISMIC CONSTRUCTIONAL DISPOSALON THE COLUMN BASE JOINT OF STEEL FRAME ADDING STORY ON THE TOP OF A TALL BUILDING
Yang Xiaoming, Zhou Dongming, Li Haifeng
2007, 37(9): 113-114,118. doi: 10.13204/j.gyjz200709026
Abstract:
To quarantee the seismic behavior of adding frame steel structure and the integrity between adding structure andoriginal structure, the steel base joint is the key to the project of adding story. It is analysed the configurationof column basejoint of...
RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS
Yao Qianfeng, Lu Junlong, Zhang Yin
2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027
Abstract:
Masonry pagodas are outstanding examples of ancient high -rise buildings. Built long ago, many pagodas aresuffered from earthquakes. To prevent them from destruction by earthquakes, it is necessary to research on seismicreinforcement methods for them...
DESIGN AND MONITORING OF A DEEP EXCAVATION WITH TIEBACK SUPPORT SYSTEM BY ADJACENT EXCAVATION. S PILE -ANCHOR SUPPORT SYSTEM
Liu Bo, Chen Guoqiang, Yang Song, Wang Lisheng, Li Yu
2007, 37(9): 119-123. doi: 10.13204/j.gyjz200709028
Abstract:
It is presented a 24m depth excavation supporting that is very near to the surrounding basement. Through thesuccessful using again of the adjacent excavation pile -anchor supporting for new excavation. s pile supporting structure, itwas solved the di...
2007, 37(9): 124-125. doi: 10.13204/j.gyjz200709029
Abstract: