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

2008 Vol. 38, No. 6

Display Method:
DESIGN STRATAGY OF THE LIFE CYCLE STANDARD ENERGY-SAVING WORKSHOPS BASED ON THEORY OF NICHE
Zhang Xiafeng
2008, 38(6): 1-2,47. doi: 10.13204/j.gyjz200806001
Abstract:
The design of life cycle energy-saving architecture is a kind of measure and working process of energy-saving buildings for the standardization of design procedures and quantification of optimal plans.According to design conception of life cycle for ...
STUDIES ON CLIMATIC DESIGN OF RESIDENTIAL PITCHED ROOF SPACE
Sun Chaofa
2008, 38(6): 3-5. doi: 10.13204/j.gyjz200806002
Abstract:
The basic status of climatic design of residential pitched roof in the area of being hot in summer and cold in winter is analyzed.A pitched roof system of ventilation in summer as well as heat preservation in winter is proposed in the light of the pa...
STUDY ON THE IMPROVEMENT OF ARCHITECTURE'S EXTERIOR INSULATION STRUCTURE
Zhou Yingcai, Zhao Shusheng, Zhou Qing
2008, 38(6): 6-8. doi: 10.13204/j.gyjz200806003
Abstract:
In order to overconce the buildings exterior wall insulations defects such as energy-saving structure is not precise,energy-saving rate is low and easy shedding cracking,the methods of case studies,data analysis and theoretical interpretation are use...
RESEARCH ON BUILDING ENERGY CONSUMPTION AUDIT AND ENERGY-SAVING MEASURES FOR A HOSPITAL IN SHANGHAI
Zhou Liping, Liu Zhixin, Gao Jian
2008, 38(6): 9-11,101. doi: 10.13204/j.gyjz200806004
Abstract:
Starting from the domestic and international building energy-saving trend and the present development,a representative public building is selecteda hospital for investigation and audit,then audited actually the hospital building energy consumption.Ba...
PROMOTION OF BUILDING-INTEGRATED PHOTOVOLTAICS BY BUILDING ENERGY-SAVING
Chu Yufang, Shen Hui
2008, 38(6): 12-15. doi: 10.13204/j.gyjz200806005
Abstract:
Through discussion on the form of using solar photo-voltaics in building energy-saving,as well as the analysis of typical examples,it is pointed out that the environmental protection effect of using solar energy technology in buildings, and the impor...
TECHNICAL RESEARCH ON REDUCING THE URBAN HEAT ISLAND EFFECT BASED ON ARCHITECTURE SURFACE
Li Jiquan, Cai Bixin
2008, 38(6): 16-19. doi: 10.13204/j.gyjz200806006
Abstract:
Through bringing in the concept of architecture surface modulus and by analyzing the cause of urban heat island effect,it is enunciated the influence brought by architecture surface absorbing the radiation which causes and enhances the urban heat isl...
RESEARCH OF SOLAR ENERGY TECHNIQUE APPLIED IN 90 SQUARE METERS RESIDENTIAL BUILDING
Lu Wenjun
2008, 38(6): 20-22,26. doi: 10.13204/j.gyjz200806007
Abstract:
The policy of small and medium houses with 90 m2 and adhere to the scientific development and build a harmonious society is of great significance to the design of residential buildings in China.Making solar energy and other related systems use widely...
THE ENERGY-SAVING DESIGN OF RESIDENTIAL BUILDING WINDOWS IN HUNAN
Lin Tao
2008, 38(6): 23-26. doi: 10.13204/j.gyjz200806008
Abstract:
According to the features of building elimate in Hunan,it is discussed that the design main points of energy-saving windows from rational choice of a window form as well as heat insulation and airtightness of windows to the area ratio of window and w...
THE RESEARCH ON THE THIRD STAGE ENERGY CONSERVATION STANDARD FOR RESIDENTIAL BUILDINGS IN HEBEI PROVINCE
Li Qinghong, Li Liang, Li Zhijun, Ma Shuxiao
2008, 38(6): 27-29. doi: 10.13204/j.gyjz200806009
Abstract:
It is introduced that the fundamental conterits and the features of the third stage standard for energy efficiency of residential buildings in Hebei Province.Which is compared with the second stage standard,with the aim of revealing the essence of th...
SEISMIC BEHAVIOR EXPERIMENT AND DAMAGE ANALYSIS ON RC L-SHAPED COLUMNS SUBJECTED TO CYCLICAL LOADING
Li Shuchun, Diao Bo, Ye Yinghua, Gao Changzhong, Cui Haihong
2008, 38(6): 30-34,57. doi: 10.13204/j.gyjz200806010
Abstract:
Anti-seismic behavior and damage analysis of L-shaped section cross column are investigated based on 3 groups of 6 specimens subjected to cyclic loading.The include mechanical performances such as bearing capacity, failure pattern,hysteretic property...
ANALYSIS ON WORKING MECHANISM OF INTERLAYER SEISMIC ISOLATION MASONRY BUILDING WITH FRAME STRUCTURE IN THE FIRST STOREY
Yang Youfa, Li Yuanchu, Hao Jianren
2008, 38(6): 35-70. doi: 10.13204/j.gyjz200806011
Abstract:
Based on the characteristics that the rigidity of the upper masonry structure is much bigger than the rigidity of laminated rubber bearings and frame structure.It can be referred to as system having a two degree of freedom.The dynamic behavior of thi...
THREE-DIMENSIONAL PUSHOVER ANALYSIS FOR REINFORCED CONCRETE ASYMMETRIC STRUCTURES
Wang Zhaohui, Wang Mengfu
2008, 38(6): 38-42. doi: 10.13204/j.gyjz200806012
Abstract:
The principle and procedure of 3D pushover analysis with N2 method are studied,Then,3D pushover analysis is performed for a 12-story reinforced concrete asymmetric frame structure,whose result is evaluated by the elastic-plastic time history analysis...
PLEXIGLASS MODEL TEST OF OPEN-SPANDREL RIGID ARCH BRIDGE
Zheng Zequn, Fang Zhenzheng, Chen Hongyuan
2008, 38(6): 43-47. doi: 10.13204/j.gyjz200806013
Abstract:
Open-spandrel rigid arch bridge is a new type of beam-arch composite structure system,and this new structure has been used in Minjiang River in Fuzhou.In order to investigate the structural behaviors of the open spandrel rigid arch,the tests of plexi...
RESEARCH ON NEURAL NETWORK MODEL OF DEFORMATION BEHAVIOR OF SOFT SOIL
Zhou Qiujuan, Chen Xiaoping, Zeng Lingling
2008, 38(6): 48-53. doi: 10.13204/j.gyjz200806014
Abstract:
Based on the triaxial test results of soft soil and the neural network technology,the BP model of soft soil in different stress paths and the creep BP model of soft soil are set up.The reliability of the models is validated by the data of other tests...
THREE-PARAMETER MODEL FOR TIME-DEPENDENT BEARING CAPACITY OF PREFORMED PILE IN SOFT SOIL
Yang Lijun, Wang Wei, Zai Jinmin
2008, 38(6): 54-57. doi: 10.13204/j.gyjz200806015
Abstract:
The time effect process of bearing capacity of preformed pile is an important and unsolved geotechnical subject.Based on the initial increasing rate and the maximum increment of bearing capacity,half time of bearing capacity process is defined and em...
CALCULATION METHOD FOR SWELLING DEFORMATION OF EXPANSIVE SOIL FOUNDATION
Wang Nianxiang, Zhang Weimin
2008, 38(6): 58-61. doi: 10.13204/j.gyjz200806016
Abstract:
The increase of water content will cause swelling deformation of expansive soil foundation.The swelling rate and pressure are raised linearly with water content.The change of water content of expansive soil foundation decreases linearly with depth wi...
CHARACTERISTIC OF DIGGING FOUNDATIONS OF TRANSMISSION LINES UNDER INCLINED LOADING
Yang Jian, Gao Yufeng, Cheng Yongfeng, Lu Xianlong
2008, 38(6): 62-66. doi: 10.13204/j.gyjz200806017
Abstract:
The bearing capacity characteristics and internal force distribution of transmission digging foundation with plumb and batter angle foundations under inclined loads are studied using extensive numerical modeling.The results reveal that the vertical b...
EXPERIMENTAL STUDY ON THE BOND-ANCHORAGE PROPERTIES FOR THE REBAR WITH SYMMETRICALLY DISTRIBUTED TRANSVERSE RIBS AND THE UNSYMMETRICALLY ONES IN CONCRETE
Zhao Xiaoli, Chen Ying, Wang Xiaofeng, Chen Qi'an, Xu Youling
2008, 38(6): 67-70. doi: 10.13204/j.gyjz200806018
Abstract:
Based on the transverse ribs distributed symmetrically and unsymmetrically rebar pull-out test,the bond-anchorage properties of the transverse ribs distributed symmetrically and unsymmetrically rebar have been investigated.The results show that: the ...
EXPERIMENTAL STUDY ON BOND PROPERTIES OF GFRP BARS TO CEMENT MORTAR
Liu Zhongyu, Shang Yalong, Yan Fuyou, Zhang Qingwei, Ma Chongwu
2008, 38(6): 71-73,78. doi: 10.13204/j.gyjz200806019
Abstract:
Based on the pullout bond tests for the GFRP bars embedded in cement mortar,the influence of the GFRP diameter,the cement mortar strength and the bond length on the bond properties of GFRP bars to cement mortar is studied.The experimental results ill...
PREPARATION TECHNOLOGY AND MECHANICAL PROPERTIES OF REACTIVE POWDER CONCRETE
Liu Hongbin, Chen Jian, Jia Yudan, Ju Yang, Ye Guangli
2008, 38(6): 74-78. doi: 10.13204/j.gyjz200806020
Abstract:
A high performance reactive powder concrete(RPC) has been prepared by low-cost natural particles through the standard casting procedure and the hot-water curing condition.The cubic compressive strength,cylindrical uniaxial compressive strength,split ...
TREATMENT METHOD FOR EARLY CRACKING OF AIRPORT CONCRETE PAVEMENT
Liu Xiaoxi, Wang Xu, Liu Guozhong
2008, 38(6): 79-81,121. doi: 10.13204/j.gyjz200806021
Abstract:
In order to treat the early cracking of airport concrete pavement properly,based on analyzing the causes and the forms of the pavement early cracking,different treatment methods of various cracks were gained systematically,and the technical requireme...
EXPERIMENTAL STUDY ON WORKABILITY AND MECHANICAL PROPERTIES OF PISOLITE GROUTING MATERIAL
Wu Yuan, Li Yanhe, Li Shulin
2008, 38(6): 82-85,91. doi: 10.13204/j.gyjz200806022
Abstract:
The effects of different amount of water and pisolite on the workability and mechanical properties of pisolite grouting material(PGM) were studied.The results showed that the workability of PGM with 13% water content was better,the mechanics indexeal...
STATIC AND CONSTRUCTION PROCESS OPTIMIZATION ANALYSIS OF CABLE-STRUT-SUPPORTED SHELL STRUCTURE
Kong Dandan, Ding Haomin, He Zhijun
2008, 38(6): 86-91. doi: 10.13204/j.gyjz200806023
Abstract:
Based on the analysis of the static property of rigid shell of Anhui University Gymnasium,and from the working mechanism of beam string structure,the composition of cable-strut-supported shell structure is discussed and the characters of cable-strut-...
STRUCTURAL DESIGN OF MEGA SPATIAL STEEL TUBE ELLIPTICAL ARCH
Tang Xingrong, Mao Xiaoyong, Gu Qiang, Yu Anlin
2008, 38(6): 92-95,29. doi: 10.13204/j.gyjz200806024
Abstract:
Suzhou Hope Door is connected to a whole one by the pile foundation,big and small elliptical arches and cables,which influence and restrict each other under static and dynamic loads.The design theory and method of this special type of steel structure...
ROOF STEEL STRUCTURAL DESIGN OF SAMOA AQUATIC CENTER
Qin Yafei, Zhang Qilin
2008, 38(6): 96-101. doi: 10.13204/j.gyjz200806025
Abstract:
The roof of Samoa Aquatic Center is a complex hyperboloid.The roof structure is run-through steel truss composed of circular or rectangular hollow section steel tubes.Some curves are built to form the double-curved surface of the roof.A great lot of ...
FINITE ELEMENT ANALYSIS OF STIFFENED T-STUB CONNECTIONS
Zhao Wei, Tong Genshu
2008, 38(6): 102-105. doi: 10.13204/j.gyjz200806026
Abstract:
Based on the similarity of T-stub connections and tension zone of extended end plate connections,this paper presents a three-dimensional(3D) nonlinear analysis finite element to study numerically the stiffness and strength of the T-stub connection as...
DISTORTIONAL BUCKLING PERFORMANCE STUDY ON FLEXURAL MEMBERS WITH UPRIGHT AND INCLINED EDGE STIFFENERS
Wang Haiming, Zhang Yaochun
2008, 38(6): 106-109. doi: 10.13204/j.gyjz200806027
Abstract:
The distortional buckling performance of cold-formed C and Z section flexural members with upright and inclined edge stiffeners has been studied by finite element program of ANSYS.The results show that most of the bending strength of members with upr...
INTRODUCTION OF THE MAIN CONTENTS OF STRUCTURAL FIRE DESIGN IN EUROCODE OF DESIGN OF CONCRETE STRUCTURES(Ⅱ)——SIMPLIFIED CALCULATION METHOD FOR FIRE DESIGN BASED ON MEMBERS AND SIMPLIFIED JUDGMENT METHOD FOR CONCRETE SPALLING SUBJECTED TO FIRE
Hou Xiaomeng, Zheng Wenzhong
2008, 38(6): 110-112,116. doi: 10.13204/j.gyjz200806028
Abstract:
The contents of simplified calculation method for fire design based on members and simplified judgment method for concrete spalling subjected to fire in EC2-1-2 are briefly introduced.Some issues that to be further investigated are presented.It can b...
DESIGN AND CONSTRUCTION OF SELF COMPACTING CONCRETE IN REINFORCING A 130m HIGH RC SMOKESTACK
Bu Liangtao, Peng Chao, Gao Wei
2008, 38(6): 113-116. doi: 10.13204/j.gyjz200806029
Abstract:
It is introduced a 130 m high RC smokestack reinforcement project in which self compacting concrete was applied.The reinforcement scheme,construction technology and quality control measures are emphasized.The reinforcement effect is good in practice.
TEMPERATURE FIELD ANALYSIS OF INSULATED CARBON FRP-STRENGTHENED CONCRETE MEMBERS USING ANSYS SOFTWARE
Gao Wanyang, Lu Zhoudao
2008, 38(6): 117-121. doi: 10.13204/j.gyjz200806030
Abstract:
The temperature field of insulated carbon FRP-strengthened concrete members exposing to fire was analyzed based on determination of fire insulation systems,and the temperature contours of sections were achieved.The calculated results are shown to agr...