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

2015 Vol. 45, No. 4

Display Method:
THE STATE OF THE ART OF MODERN BAMBOO STRUCTURES
Xiao Yan, Li Jia
2015, 45(4): 1-6. doi: 10.13204/j.gyjz201504001
Abstract:
Modern bamboo structure is a new kind of structural system,receiving more and more attentions in today's move towards sustainable construction. Comparing with conventional systems,such as steel and concrete structures, the modern bamboo structural sy...
RESEARCH ON SHEAR STRENGTH TESTS OF TYPICAL GLUBAM MATERIALS
Li Jia, Xiao Yan, Yang Ruizhen, Shen Yali
2015, 45(4): 7-12. doi: 10.13204/j.gyjz201504002
Abstract:
Based on current specifications timber materials,such as Wood Physical and Mechanical Properties Test Methods and Standard Test Methods for Small Clear Specimens of Timber ( ASTM D 143 -94) ,it was conducted shear tests of glue laminated bamboo ( Glu...
EXPERIMENTAL STUDIES OF GLUBAM COLUMNS UNDER AXIAL LOADS
Xiao Yan, Feng Li, LüXiaohong, She Liyong, Shen Yali
2015, 45(4): 13-17. doi: 10.13204/j.gyjz201504003
Abstract:
It was presented the axial compression tests of GluBam columns with different slenderness ratio,and made a comparison between the test results and calculation results by the Chinese Code for Design of Timber Structures and American National Design Sp...
EXPERIMENTAL RESEARCH ON NOTCHED CONNECTION FOR GLUBAM-CONCRETE COMPOSITE BEAMS
Shan Bo, Liang Longhui, Xiao Yan, Zhang Weiliang
2015, 45(4): 18-25. doi: 10.13204/j.gyjz201504004
Abstract:
Selecting composite connection is a crucial factor for researching mechanical performance of GluBamconcrete composite beam. An initial stage of research on the feasibility of a type of notched connection for GluBamconcrete composite beam was describe...
EXPERMENTAL RESEARCH OF GLUBAM AFTER ARTIFICIAL ACCELERATED AGING
Shan Bo, Xiao Yan, Chen Jie
2015, 45(4): 26-32. doi: 10.13204/j.gyjz201504005
Abstract:
GluBam is a new kind of environmentally friendly and energy efficient composite material in civil engineering developed in recent years. But the mechanical performance after subjected aging under the outdoor conditions is a blank of research. In this...
EXPERIMENTAL RESEARCH AND CONSTRUCTION OF PREFABRICATED BAMBOO POLE DEMONSTRATION HOUSE
Shan Bo, Gao Li, Li Zhi, Xiao Yan
2015, 45(4): 33-41. doi: 10.13204/j.gyjz201504006
Abstract:
Because of the special shape and structure,bamboo pole is not fit to the requirements of construction industry and therefore its research and use are rare in the field of building structures. Moso bamboo,a kind of rich forest resource in China,was se...
EXPERIMENTAL RESEARCH ON FIRE-RESISTANT PERFORMANCE OF GLUBAM STRUCTURAL WALL
Tong Yunjia, Xiao Yan, Shan Bo, Chen Jie
2015, 45(4): 42-47. doi: 10.13204/j.gyjz201504007
Abstract:
Fire-resistant performance of GluBam wall is one of most important factors for the modern bamboo structural buildings. However,the research in this field is still in the blank. In this paper,a fire-resistant test of the full-scale GluBam wall was con...
PROTECTION AND REUSE RESEARCH OF THE“THIRD FRONT” INDUSTRIAL ARCHITECTURE HERITAGES IN GUIZHOU PROVINCE
Zhou Jian
2015, 45(4): 48-51. doi: 10.13204/j.gyjz201504008
Abstract:
This paper introduced the general situation of thethird frontconstruction in Guizhou Province first,and then analyzed the heritages status of thethird frontindustrial buildings in Guizhou Province. A thorough thinking about the value evaluation and t...
RESEARCH ON TRANSITION PLANNING FOR XUZHOU XINHE ABANDONED MINE UNDER THE BACKGROUND OF INDUSTRIAL HERITAGE' PROTECTION
Lin Zurui, Yang Si, Chang Jiang
2015, 45(4): 52-55. doi: 10.13204/j.gyjz201504009
Abstract:
The industrial heritage has a unique cultural meaning,which is an important part of the industrial city,it's reuse is as important as conservation. Based on the industrial heritage conservation,the characteristic industrial landscape and the cultured...
STUDY OF THE TRADITIONAL BUILDING“YINGZIWU” AT MIDDLE AND UPPER REACHES OF YUAN RIVER
Yu Hanwu, Lu Qi, Wu Guozheng
2015, 45(4): 56-61. doi: 10.13204/j.gyjz201504010
Abstract:
As an important traffic hub,the middle and upper reaches of Yuan River are the main path linking the eastern and southwestern regions of China in economic technology and supply transfer. Which objectively resulted in the fusion and integration of var...
THE CONTROL EFFECT ANALYSIS OF HIGH-RISE INDUSTRIAL GAS BUILDING IN THE COMBINED ACTION OF MULTIPLE TUNED MASS DAMPERS AND FLOW VISCOUS DAMPER UNDER EARTHQUAKE ACTIONS
Liu Yuxin, Yan Anzhi, Li Qingbo, Wu Xiaohui
2015, 45(4): 62-66. doi: 10.13204/j.gyjz201504011
Abstract:
Under the action of earthquake,the vibration of a high-rise industrial gas building is relatively severe. So the study of vibration control under different earthquake action has become more and more important. In this paper,a finite element model of ...
A METHOD FOR INFILLED RC FRAMES SEISMIC TARGET PERFORMANCE LEVELS
Liu Lu, Wu Ziyan, Sun Hongbin
2015, 45(4): 67-71. doi: 10.13204/j.gyjz201504012
Abstract:
Infill walls are considered as non-structural elements,but they are still involved in seismic calculation. This paper considered the interaction between the main structures and fill walls,used OpenSEES to establish simplified model. Infill wall adopt...
EXPERIMENTAL STUDY OF CRACK OF CFRP - PCPS COMPOSITES REINFORCED CONCRETE BEAMS
Zhang Peng, Liu Wenbing, Deng Yu, Qu Jian, Guo Jiajia, Yu Zhaohang, Zhao Simin
2015, 45(4): 72-76. doi: 10.13204/j.gyjz201504013
Abstract:
Based on the flexural static loading test of six concrete beams,the crack distribution and development of CFRP - PCPs ( carbon fiber reinforced plastics prestressed concrete prisms) composites reinforced concrete beams under service load were researc...
NONLINEAR FINITE ELEMENT ANALYSIS OF PVC-FRP CONFINED CONCRETE SHORT COLUMN UNDER AXIAL COMPRESSION
Yu Feng, Cheng Anchun, Xu Guoshi, Li Deguang
2015, 45(4): 77-82. doi: 10.13204/j.gyjz201504014
Abstract:
Using finite element analysis software,considering the non-linear behavior of core concrete under tri-axial state and interaction between the PVC tube and the core concrete,a finite element analysis model of PVC-FRP confined concrete short column was...
FINITE ELEMENT ANALYSIS OF PVC-FRP CONFINED REINFORCED CONCRETE SHORT COLUMN UNDER ECCENTRIC COMPRESSION
Yu Feng, Cheng Anchun, Li Deguang, Niu Ditao, Xu Guoshi
2015, 45(4): 83-87. doi: 10.13204/j.gyjz201504015
Abstract:
Based on the experimental study,using the finite element software ABAQUS,the reasonable constitutive relations of CFRP strips,PVC tube,steel and concrete were chosen,the mesh of finite element model was divided,the boundary condition and load were ap...
THE MEASUREMENT AND ANALYSIS OF WEB PRESTRESS LOSS OF A CONTINOUS MOMENT FRAME BRIDGE
Zhang Chang
2015, 45(4): 88-91. doi: 10.13204/j.gyjz201504016
Abstract:
The prestress loss of the web for a prestressed concrete continuous rigid frame bridge was studied. The phased accurate measurement of the prestress loss of the web rebars for No. 3 pier was also carried out by the embedded anchor dynamometer; meanwh...
SEISMIC PERFORMANCE ASSESSMENT OF BRICK MASONRY STRUCTURES WITH PRECAST SLABS BASED ON DETERIORATION OF FREQUENCY
Xia Zhanghua, Li Jiawei, Xia Jian, Lin Jintao
2015, 45(4): 92-97. doi: 10.13204/j.gyjz201504017
Abstract:
In order to study the seismic performance assessment method of brick masonry structures with precast slabs,the bi-directional pseudo-dynamic test of 1∶ 2 scaled building model was carried out. The change of rigidity and frequency of the structure was...
EARTHQUAKE RISK ASSESSMENT OF ANCIENT MASONRY TOWER
Chen Ping, Yun Zuoyi, Song Zewei
2015, 45(4): 98-102. doi: 10.13204/j.gyjz201504018
Abstract:
To build the risk evaluation system of ancient masonry pagodas under earthquake,vulnerability index was selected based on seismic properties and seismic damage investigation to plot fragility curve. Then it was built a mathematical model of earthquak...
NUMERICAL MODELING OF HYDRAULIC FRACTURE BASED ON PORE PRESSURE COHESIVE CRACK
Chen Jingjing, Ru Zhongliang, Wei Zushuai
2015, 45(4): 103-106. doi: 10.13204/j.gyjz201504019
Abstract:
The paper presented a numerical method to simulate the hydraulic fracture in rock engineering. Based on cohesive elements,a pore pressure cohesive fracture model was developed. To reveal the law of fracture initiation and fracture propagation, the cr...
INFLUENCE ON EXCAVATION-INDUCED DEFORMATION FOR SUPPORT SYSTEM BY OVERLOAD DEPTH OF ADJACENT BUILDINGS IN SOIL-ROCK MIXED AREA
Liu Xiaoli, Peng Jing
2015, 45(4): 107-112. doi: 10.13204/j.gyjz201504020
Abstract:
Some of literatures have investigated the influence on deformation of deep excavations adjacent to buildings,but most of them regarded the adjacent building as a kind of uniform load directly instead of the geometry of the building,and ignored the ov...
DISCUSSION ON SELF-WEIGHT COLLAPSE COEFFICIENT OF LOESS
Cui Zizhi, Yang Ningning, Qi Hua
2015, 45(4): 113-116. doi: 10.13204/j.gyjz201504021
Abstract:
There is a great difference between the calculated collapse under overburden pressure and the measured collapse,it is one of the main reasons for the difference that the method indoor for determining coefficient of collapsibility under overburden pre...
ANALYSIS OF ACTING FORCE ON PILE TOP OF FOUNDATION WITH ASYMMETRIC PILES
Xiao Yaoting, Dang Faning, Fang Jianyin, Huang Wende
2015, 45(4): 117-119. doi: 10.13204/j.gyjz201504022
Abstract:
The formula of acting force on pile top of foundation with asymmetric piles was deduced. Analysis showed that the formula of Technical Code for Building Pile Foundations ( JGJ 942008) was a special case,which was only applicative with the situation o...
EXPERIMENTAL STUDY OF COMPRESSIVE BEHAVIOR OF ENGINEERED CEMENTITIOUS COMPOSITES
Deng Mingke, Qin Meng, Liang Xingwen
2015, 45(4): 120-126. doi: 10.13204/j.gyjz201504023
Abstract:
Engineered cementitious composite ( ECC) can significantly improve the anti-cracking performance and damage resistance ability of concrete structure due to its pseudo strain hardening and multiple cracking performances. Specimens of 9 groups with dif...
EXPERIMENTAL AND THEORETICAL STUDY OF CREEP BEHAVIOR OF GLASS FIBER REINFORCED POLYMER ( GFRP) COMPOSITES IN ATMOSPHERIC AND CHLORIDE ION ENVIRONMENT
Pan Jinlong, Wang Jun, Liu Weiqing, Zhao Huimin
2015, 45(4): 127-131. doi: 10.13204/j.gyjz201504024
Abstract:
To investigate the effect of different environment and stress levels on creep of glass fiber reinforced polymer composite ( GFRP) ,its creeps under the effect of atmospheric and chloride ion environment during different test periods were measured. Th...
EFFECT OF SILICA FUME QUANTITY ON MECHANICAL PROPERTIES OF REACTIVE POWDER CONCRETE
Liu Hongbin, Ju Yang, Sun Huafei, Wang Li, Ge Zhishun, Liu Jinhui
2015, 45(4): 132-135. doi: 10.13204/j.gyjz201504025
Abstract:
To investigate the effects of silica fume on the mechanical properties of Reactive Powder Concrete( RPC) , the compression strength,split tensile strength and flexural tensile strength of RPC with five different silica fume volumetric contents were r...
ON-SITE MEASUREMENT AND ANSYS ANALYSIS OF CANTILEVER
Hu Changming, Liu Fengyun, Yang Jianhua, Zhao Yunbo, Ren Wenjun, Cai Suping
2015, 45(4): 136-142. doi: 10.13204/j.gyjz201504026
Abstract:
To meet the needs of the new structure construction,a new kind of cantilever support system is brought forward. Based on the system,it was built a finite element model taking account of the joint semi-rigid connection and generalized initial imperfec...
THE ANALYSIS AND COMPARISON OF MECHANICAL PERFORMANCE OF TWO KINDS OF SILO HORIZONTAL SUPPORTING STRUCTURE
Li Qinshan, Wang Tiecheng, Zhao Hailong, Wang Wenxing
2015, 45(4): 143-146. doi: 10.13204/j.gyjz201504027
Abstract:
The spatial steel pipe truss and radiation beam horizontal supporting structures with the same diameter of 30 m were selected for comparison,the two models were applied with 0,800,1 600,2 400 kN loads and analyzed by the ANSYS software under differen...
STUDY OF NORMAL SECTION BEARING CAPACITY OF STEEL REINFORCED CONCRETE COLUMNS WITH CROSS-SHAPED STEEL ALONG DIAGONAL LINE
Wang Qiuwei, Shi Qingxuan, Jiang Weishan
2015, 45(4): 151-155. doi: 10.13204/j.gyjz201504029
Abstract:
For the purpose of improving seismic performance of steel reinforced concrete ( SRC) columns with high axial compression ratio,SRC columns with cross-shaped steel along diagonal line were put forward,whose bearing capacity calculation could not adopt...
THE RESEARCH ON THE PEAK DRIFT LIMITS OF STEEL FRAME CONSIDERING SECOND-ORDER EFFECT
Zou Hao, Shu Xingping
2015, 45(4): 156-160. doi: 10.13204/j.gyjz201504030
Abstract:
With the consideration of the second order effect of the structure,the calculated internal forces and displacement are both larger than the results obtained from the first order analysis. While dealing with the same load and the same geometric condit...
OPTIMIZING DESIGN STUDY ON THE TRUSS BEAM SYSTEM WITH ENLARGED SPAN IN ELECTROSTATIC PRECIPITATOR
Wang Dengfeng, Wang Yuanqing, Fang Bin, Dai Haijin
2015, 45(4): 161-167. doi: 10.13204/j.gyjz201504031
Abstract:
An optimizing idea was produced for the design of the top beam in electrostatic precipitator casing: the insulation layer and the original short-span top beam of casing could constitute a long-span truss beam system,then the overall cross section of ...
NON-LINEAR FINITE ELEMENT ANALYSIS OF UNREINFORCED BRICK WALLS RETROFITTED WITH POST-TENSIONED TENDONS
Ban Liren, Liu Hang, Lan Chunguan
2015, 45(4): 168-172. doi: 10.13204/j.gyjz201504032
Abstract:
A new seismic retrofitting technology of using post-tensioning tendons to retrofit brick wall structures is presented.To verify the validity of the retrofitting technology,MSC.MARC was used to set up the models of one unreinforced brick wall and the ...
GREEN INDUSTRIAL BUILDING DESIGN OF TIANJIN ECO-CITY HEAT SUPPLY PLANT
Wang Weidong, Zhang Jie, Peng Hui
2015, 45(4): 173-176. doi: 10.13204/j.gyjz201504033
Abstract:
Through the case introduction of sino-singapore Tianjin eco-city heat supply plant industrial building design,starting fromgreen industrial buildingsdesign concept,and by combining with the heat source plant project in site selection,function demand ...
BUILDING DESIGN OF BOZHOU GRAND THEATRE AND RADIO & TELEVISION CENTER
Li Jie, Du Rong
2015, 45(4): 177-180. doi: 10.13204/j.gyjz201504034
Abstract:
The paper introduced and analyzed the process of building design of Bozhou grand theatre and radio & television center,and discussed the architectural features of large stadium and gym which reflect the culture foundation of a city,with which the loc...