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

2005 Vol. 35, No. 7

Display Method:
GIVING SUPPORT TO ENERGY-SAVING--STUDY ON ENFORCEABLE STRATEGIES OF BUILDING ENERGY-SAVING
Du Zhuang, Li Dan
2005, 35(7): 1-3,13. doi: 10.13204/j.gyjz200507001
Abstract:
A rapid development of economy leads to increase in energy consumption. How to deal with the relation between development and eneryg- saving is a major issue of realizing a sustainable development. It is deeply explored that the activity of making po...
STUDY ON PREFABRICATED WALL PANEL SYSTEM OF ENERGY-SAVING RESIDENCE
Wang Chongjie, Xie Tao, Xue Yibing, Sun Yongzhi
2005, 35(7): 4-6,25. doi: 10.13204/j.gyjz200507002
Abstract:
This prefabricated wall panel system of energy-saving residence is developed with the needs of wall reform in China and building energy- saving.With the brief intrudution to an experimental unitproject, the background of development, the thermodynami...
THE DEMONSTRATION BUILDING WITH ULTRA-LOW ENERGY CONSUMPTION IN TSINGHUA UNIVERSITY
Wu Yi, Wang Lei, Sun Xilin
2005, 35(7): 7-10,98. doi: 10.13204/j.gyjz200507003
Abstract:
The design scheme of the demonstration building with ultra- low energy consumption in Tsinghua University introduced briefly, and the application of green energies, such as solar energy and hydrogen energy in this project is described in detail. At l...
ENERGY-SAVING DESIGN OF MULTISTOREY RESIDENTIAL BUILDINGS IN THE AREA OF BEING HOT IN SUMMER AND COLD IN WINTER
Ding Xinzhong, Ye Lin
2005, 35(7): 11-13. doi: 10.13204/j.gyjz200507004
Abstract:
Based on the analysis of the energy- saving design of a residential building in Jiangyin Xinqiao Garden, the authors present the methods of the energy- saving design of multistorey residential buildings in the area of being hot in summer and cold in ...
EFFECT OF BUILDING ROOF AFFORESTATION ON BUILDING ENERGY CONSUMPTION
Shi Zhennan, Gao Xudong, Zhang Weijie
2005, 35(7): 14-15,22. doi: 10.13204/j.gyjz200507005
Abstract:
The situation and tendency of building energy consumption and the destructive effect on air environment due to this building energy consumption are introduced. If afforestation on the building roof had been widespread, building energy consumption( es...
EXPLORATION OF ENERGY-SAVING OF TOWN HOUSINGS IN HOT SUMMER AND COLD WINTER AREA
Yang Zijiang
2005, 35(7): 16-18,42. doi: 10.13204/j.gyjz200507006
Abstract:
According to native features of town houseings in the area of being hot in summer and cold in winter, and the higher demands on comfort of indoor thermal environment by people, this paper discusses the measurves of building energysaving from building...
DOORS AND WINDOWS ENERGY-CONSERVING MEASURES OF SMALL TOWN HOUSINGS IN HOT SUMMER AND COLD WINTER AREA
Yang Zijiang
2005, 35(7): 19-22. doi: 10.13204/j.gyjz200507007
Abstract:
Doors and windows are weak link in heat insulation of small town building.With the constant enlargement of the doors and windows, building energy consumption increases constantly. So research on the energy- conservation of the doors and windows has a...
ENERGY-SAVING DESIGN AND ENVIRONMENTAL PROTECTION OF RURAL HOUSING IN COLD REGION
Jiang Shuguang, Yu Xinchun, Zeng Xiaoyun, Ma Yuwei
2005, 35(7): 23-25. doi: 10.13204/j.gyjz200507008
Abstract:
Combined with natural conditions and resources feature of the village in Xinjiang, exploring regional green building materials, using suitable structural technique and reducing the cost of rural housing to the maximum extent, which based on planning ...
RESEARCH ON FAILURE MECHANISM AND DESIGN METHOD OF ABNORMAL FRAME JOINTS IN INDUSTRIAL MILL BUILDING
Wu Tao, Liu Boquan, Bai Guoliang, Li Hongxing, Zhu Jianing
2005, 35(7): 26-28. doi: 10.13204/j.gyjz200507009
Abstract:
The R. C. frame-bent structures commonly contain abnormal joints. Based on the experimental result, the damage mechanism and the failure of abnormal joints under the shear force are analyzed. According to experimental result, the formula for calculat...
EXPERIMENTAL INVESTIGATION AND MECHANISM ANALYSIS OF RC BEAM-COLUMN JOINTS SHEAR PERFORMANCE STRENGTHENED AROUND CORE BY CFRP SHEETS
Wang Bu, Wang Pu, Xia Chunhong
2005, 35(7): 29-33,38. doi: 10.13204/j.gyjz200507010
Abstract:
Cores of RC beam- column joints in two-way frames canct be directly upgraded as that in one-way frames because of the ex istence of two-way beams. In this paper, five full-scale beam- column joints are tested under quas-i static cycle load, to evalua...
CALCULATING OF TEMPERATURE AND SHRINKAGE REINFORCEMENTS OF OVERLONG REINFORCED CONCRETE BEAM-SLAB STRUCTURES
Li Fumin, Meng Shaoping
2005, 35(7): 34-38. doi: 10.13204/j.gyjz200507011
Abstract:
For reinforced concrete beam- slab structures, the approximate formulas of temperature and shrinkage internal forces are introduced, and the formulas of critical internal forces of temperature and shrinkage, by which the overlong structural members c...
STMD CONTROL FOR SEISMIC RESPONSE OF TALL BUILDING
Sun Bingnan, LüChaokun, Mao Guodong
2005, 35(7): 39-42. doi: 10.13204/j.gyjz200507012
Abstract:
In order to control the seismic response of the tall building and eliminate the / time lag0 phenomenon by actuation of the control mechanism, intelligent TMD is proposed which consists ofMR dampers. The change of yield stress of MR fluids is in the s...
FATIGUE LIMIT MEASURING METHOD OF STEEL BAR IN CONCRETE BASED ON RESIDUAL STRENGTH
Peng Xiuning, Wei Shuying, Zhang Xide
2005, 35(7): 43-45. doi: 10.13204/j.gyjz200507013
Abstract:
This paper introduces a fatigue limit measuring method of steel bar in concrete based on residual strength, experimental results show that the method can cut down experimental time, reduce discreteness of data, and the precision of data is thus impro...
EXPERIMENT RESEARCH ON BENDING REINFORCED CONCRETE MEMBER WITH CORRODED STEEL BARS IN COMPRESSIVE AREA
Zhang Xide, Lan Wenwu, Wei Shuying, Peng Xiuning
2005, 35(7): 46-49. doi: 10.13204/j.gyjz200507014
Abstract:
This paper research the behavior of reinforced concrete member with corroded steel bar in compressive area by experiment. Experiment results have shown that the main effect is the decrease in cross section stiffness with the corrosion of steel bar, w...
NEW MODEL OF LONG PILE LOAD TRANSFER FOR SOFT FOUNDATION IN SHANGHAI
Pei Jie, Shui Weihou, Cao Hui
2005, 35(7): 50-54,49. doi: 10.13204/j.gyjz200507015
Abstract:
A modified model of ful-l load transfer is proposed of long piles for the soft foundation in Shanghai based on analytic method of load transfer. The unification of processing softened and hardened soil models is realized by the modified model, which ...
STUDY ON TRUE TRIAXIAL TEST OF EXCAVATION SOIL MASS OF UNLOADING SHEARING MODULUS
Zhuang Xinshan, Zhu Zhizheng, Zhu Ruigeng, Hu Qizhi
2005, 35(7): 55-58,66. doi: 10.13204/j.gyjz200507016
Abstract:
By analyzing dumping undrained true triaxial test of excavation soil mass, it is studied the relation between generalized shear stress and generalized shear strain derived by generalized Hook. s law. Then intermediate principal stress coefficient is ...
ANALYSIS OF PRESSURE GROUTING AT PILE TIP OF BORED PILES IN PEBBLE STRATUM AND ITS BEARING CHARACTERISTICS
Yao Yong, Wang Ruheng, Lei Jinsong
2005, 35(7): 59-63. doi: 10.13204/j.gyjz200507017
Abstract:
Based on field dead load test for two supergiant bridges of a expressway project, this paper studied the applicability of the technology of pressure grouting at pile tip to bored piles in pebble stratum, and the bearing characteristics of bored piles...
COMPARISON BETWEEN PROBABILITY PREDICTING AND ACTUAL MEASUREMENT OF SETTLEMENT OF TANK FOUNDATION
Yao Yong, Wang Ruheng, Lei Jinsong
2005, 35(7): 64-66. doi: 10.13204/j.gyjz200507018
Abstract:
Using reliability theory and statistic data on soil indexes of soft foundation, a probability analysis of settlement of tank foundation is done and the settlement confines are obtained, which are compared with the final settlement gained on the basis...
EXPERIMENTAL RESEARCH ON THE L-SHAPE CONNECTION SPECIMENS MADE OF FIBER-REINFORCED PLASTERBOARD
Jiang Xinliang, Nie Qilin, Zhang Yuelou, Gu Yan
2005, 35(7): 67-70. doi: 10.13204/j.gyjz200507019
Abstract:
It is presented the experimental processes and results of three L- shape connection specimens with two kinds of reinforcing bars under cyclic loading. Failure pattern, bearing capacity, rigidity degeneration, hysteresis curves and energy dissipation ...
STUDY ON MATERIAL'S FRACTURE MECHANICAL PROPERTIES BASED ON NEW REACTIVE POWDER CONCRETE
Yao Zhixiong, Zhou Ruizhong, Shi Cheng'en
2005, 35(7): 71-73,95. doi: 10.13204/j.gyjz200507020
Abstract:
Two types of reactive powder concrete( RPC) were prepared by substition of fly- ash for fine quartz sand. The effects of volume fraction of polypropylene fibres and curing conditions on the fracture properties of RPC were studied. The results showed ...
RESEARCH AND PROSPECT OF PRESSURE-SENSITIVE AND TEMPERATURE-SENSITIVE PROPERTIES OF CARBON FIBER REINFORCED CONCRETE
Zhang Lu, Shi Yanghang
2005, 35(7): 74-76,70. doi: 10.13204/j.gyjz200507021
Abstract:
According to the developing history and current research on the intelligent carbon fiber reinforced concrete(CFRC), this paper analyzes the use principles and methods of the intelligent CFRC and its pressure-sensitive and temperature-sensitive effect...
DYNAMIC CRITICAL LOAD OF SINGLE LAYER SPHERICAL SHELL SUBJECTED TO VERTICAL STEP LOAD
Ye Jihong, Shen Shizhao
2005, 35(7): 77-79. doi: 10.13204/j.gyjz200507022
Abstract:
Two fitting formulas of the ratio between dynamic critical load and static critical load of spherical shell subjected vertical step load are presented in this paper. The correctness and reliability of these formulas have been proved by large amount o...
A PRACTICAL APPROACH FOR FIRE-RESISTANT CALCULATION AND DESIGN OF FIRE-RESISTANT STEEL BEAMS
Li Guoqiang, Ding Jun, Zhang Ren
2005, 35(7): 80-82. doi: 10.13204/j.gyjz200507023
Abstract:
the mechanical properties of fire- resistant steel at elevated temperature are presented in this paper. A practical approach for fire- resistant steel beams is proposed according to the current Chinese Codes for Design of Steel Structures. Comparing ...
JOINT TEXTURE AND DESIGN MAIN POINTS OF STEEL STAGGERED TRUSS
Lu Linfeng, Gu Qiang, Su Mingzhou, Shen Lin, Hu Tianbing
2005, 35(7): 83-85,79. doi: 10.13204/j.gyjz200507024
Abstract:
In order to promote the use of steel staggered truss system for projects, the influences of the truss and joint texture on the internal force and deformation of the staggered truss systems have been researched in this paper. The detail diagram of joi...
EXPERIMENTAL STUDY ON CONSTRUCTION OF TENSIONING BY LAYERS ON LARGE SPACE PRESTRESSED CABLE SUPPORTED LATTICE SHELL
Liu Jia, Zhang Yigang, Li Yongmei
2005, 35(7): 86-89. doi: 10.13204/j.gyjz200507025
Abstract:
Based on the characters of prestressed cable supported lattice shell, a new construction method is bring forward in this paper. In this method the shell is constructed through tensioning by layers and the prestress is applied layer by layer also. An ...
DESIGN OF FOUNDATION STABILIZATION AND SETTLEMENT CORRECTION OF DEVIATED ANCIENT BRICK-AND-STONE TOWER STRUCTURE
Mu Baogang, Cao Shuangyin, Dai Yisu
2005, 35(7): 90-92,45. doi: 10.13204/j.gyjz200507026
Abstract:
In this paper, the analysis of the security assessment on Nanjing Dinglin Tower was done, then a comprehensive scheme was suggested to stabilize the foundation and correct settlements, which gave a successful guidance to the project and provided a ne...
RESEARCH ON PROBLEMS OF REINFORCED CONCRETE STRUCTURES STRENGTHENEDWITH PRESTRESSED FRP
Xie Qun, Lu Zhoudao, Yu Jiangtao
2005, 35(7): 93-95. doi: 10.13204/j.gyjz200507027
Abstract:
Problems of reinforced concrete structures strengthened with prestressed FRP are presented, such as the selection of pretensioned force and construction technology etc. Some advices are given for further study with analysis and comparison of domestic...
FINITE ELEMENT ANALYSIS OF THE FLY ASH BLOCK WALLS STRENGTHENED BY GLASS FIBER REINFORCED PLASTICS
Wang Xin, Li Gang, Sheng Qinzhu, Lu Zhoudao
2005, 35(7): 96-98. doi: 10.13204/j.gyjz200507028
Abstract:
In this paper, ANSYS FEM is used to analyzed the 3- dimention models. Furthermore, the different strengthening forms are also calculated and compared; and design suggestions on the application of engineering are put forward.
APPLICATION OF STRATEGY OF DEMOLITION IN SEISMIC RETROFIT OF EXISTING TALL BUILDINGS
Ren Xiaosong, Xu Qi
2005, 35(7): 99-101,63. doi: 10.13204/j.gyjz200507029
Abstract:
Remodeling and reconstruction of an ex isting tall building are usually related to seismic retrofit in order to satisfy the demands on new designing code. Structural seismic retrofit should be done according to the actual situation. Based on the main...