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

2014 Vol. 44, No. 11

Display Method:
EXPERIMENTAL STUDY OF MECHANICAL BEHAVIOR OF STEEL AND RECYCLED AGGREGATE CONCRETE AFTER HIGH TEMPERATURE
Chen Zongping, Chen Junrui, Xue Jianyang, Chen Yuliang
2014, 44(11): 1-4. doi: 10.13204/j.gyjz2001411001
Abstract:
In order to reveal mechanical behavior of steel and recycled coarse aggregate concrete after high temperature, the recycled coarse aggregate replacement ratio of 100% recycled concrete cubic block and the artifactitious steel specimens were designed,...
STUDY OF ULTIMATE BEARING CAPACITY OF RECYCLED AGGREGATE CONCRETE-FILLED CIRCLE STEEL TUBE SHORT COLUMNS UNDER AXIAL COMPRESSION AFTER HIGH TEMPERATURE
Chen Zongping, Tan Qiuhong, Xue Jianyang, Chen Yuliang
2014, 44(11): 5-12. doi: 10.13204/j.gyjz2001411002
Abstract:
ZTo study the mechanical behavior and ultimate bearing capacity of recycled aggregate concrete-filled circle steel tube short columns under axial compression after high temperature,20 recycled aggregate concrete-filled circular steel tubular short co...
MECHANICAL BEHAVIOR OF SQUARE STEEL TUBE SHORT COLUMNS FILLED WITH RECYCLED AGGREGATE CONCRETE UNDER AXIAL COMPRESSION AFTER HIGH TEMPERATURE
Chen Zongping, Ye Peihuan, Xue Jianyang, Li Ling
2014, 44(11): 13-18. doi: 10.13204/j.gyjz2001411003
Abstract:
Twenty-four specimens were designed to study the mechanical behavior of square steel tube short columns filled with recycled aggregate concrete under axial compression after high temperature. Two parameters,i. e replacement ratio and temperature were...
STUDY OF MECHANICAL BEHAVIOR OF RECYCLED AGGREGATE CONCRETE FILLED CIRCULAR STEEL TUBE COLUMNS UNDER ECCENTRIC LOADING AFTER HIGH TEMPERATURE
Chen Zongping, Jing Chenggui, Xue Jianyang, Zhang Chaorong
2014, 44(11): 19-24. doi: 10.13204/j.gyjz2001411004
Abstract:
To study the mechanical behavior of recycled aggregate concrete-filled circular steel tube ( RACFCST) columns under eccentric loading after high temperatures,by changing parameters including replacement ratio and high temperature, 9 RACFCST columns w...
TEST OF RECYCLED AGGREGATE CONCRETE FILLED SQUARE STEEL TUBE COLUMN SUBJECTED TO ECCENTRIC COMPRESSION AFTER HIGH TEMPERATURE
Chen Zongping, Zhou Wenxiang, Xue Jianyang, Li Ling
2014, 44(11): 25-31. doi: 10.13204/j.gyjz2001411005
Abstract:
In order to investigate mechanical performance of recycled aggregate concrete filled square steel tube column after high temperature subject to eccentric compression,eccentric compression static monotonic loading test were carried out to nine specime...
TEST OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE AXIAL COMPRESSION SHORT COLUMNS AFTER HIGH TEMPERATURE
Chen Zongping, Zheng Wei, Zhou Chunheng, Xue Jianyang
2014, 44(11): 32-38. doi: 10.13204/j.gyjz2001411006
Abstract:
In order to reveal the axial compression behavior of steel reinforced recycled aggregate concrete ( SRRAC) columns after high temperature,18 specimens were designed for monotonic loading experiment after high temperature, and five varying parameters ...
MECHANICAL PROPERTIES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE ECCENTRIC COMPRESSION COLUMN AFTER HIGH TEMPERATURE
Chen Zongping, Ye Peihuan, Xue Jianyang, Zhou Chunheng
2014, 44(11): 39-44. doi: 10.13204/j.gyjz2001411007
Abstract:
Based on the static load tests of five steel reinforced recycled aggregate concrete column specimens after high temperature and one contrastive specimen at ambient temperature,the damage process and failure mode of specimens were observed,ultimate be...
FLEXURAL BEHAVIOR TEST AND BEARING CAPACITY CALCULATION OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER HIGH TEMPERATURE
Chen Zongping, Zheng Wei, Xue Jianyang, Yao Kan
2014, 44(11): 45-50. doi: 10.13204/j.gyjz2001411008
Abstract:
In order to reveal the flexural failure mechanism of steel reinforced recycled aggregate concrete ( SRRAC) beams after high temperature,twelve SRRAC specimens were designed for monotonic loading experiment at ambient temperature,200,400 and 600 ℃. Th...
SHEAR PROPERTIES EXPERIMENT OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER ELEVATED TEMPERATURES
Chen Zongping, Wang Huanhuan, Xue Jianyang, Chen Yuliang
2014, 44(11): 51-57. doi: 10.13204/j.gyjz2001411009
Abstract:
To study the shear properties of steel reinforced recycled aggregate concrete beams subjected to elevated temperatures,17 specimens were designed for static load test under different elevated temperatures,and the replacement rates of recycled coarse ...
DEFORMATION PERFORMANCE AND CALCULATION OF FLEXURAL RIGIDITY OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER HIGH TEMPERATURE
Chen Zongping, Liang Ying, Xue Jianyang, Li Yi
2014, 44(11): 58-63. doi: 10.13204/j.gyjz2001411010
Abstract:
Based on the static load tests of 16 steel reinforced recycled aggregate concrete ( SRRAC) beams after high temperature,the damage process and failure mode of specimens were observed,and the load-deflection curves were obtained. The effects of replac...
FLOATING CITY,ECOLOGICAL OASIS: THE EXPLOITATION AND UTILIZATION OF COAL-MINING SUBSIDENCE WATER AREA
Jia Ning, Hu Wei, Wang Dongquan
2014, 44(11): 64-66. doi: 10.13204/j.gyjz2001411011
Abstract:
From the requirements of the land and water resource utilization and subsidence governance,it was explored a new type of urban morphology and lifestyle—building the floating city in mining subsidence waters. It was attempted to open up new ideas in o...
RESEARCH ON THE FORM OF THE EXTERNAL FRINGE SPACE IN WATERFRONT BUILDING IN WUZHEN
Wang Run
2014, 44(11): 67-70. doi: 10.13204/j.gyjz2001411012
Abstract:
External fringe space is easier to be ignored in the plan of open space of a waterfront building,but it is also one of the most frequently used forms of space under the unconscious. Taking Wuzhen for example, and starting from the analysis of the con...
RESEARCH ON THERMAL INSULATION PERFORMANCE OF SEVERAL KINDS OF ROOFS IN CHANGSHA AREA
Liu Hongcheng, Tang Chengjun, Han Bin, Xiao Min, Yan Jiangcheng
2014, 44(11): 71-74. doi: 10.13204/j.gyjz2001411013
Abstract:
Roof insulation performance has a great influence on the indoor thermal environment of top householder in summer,so test research on the actual heat insulation effect of several common roofs is practical valuable. In the summer of 2013,two residentia...
THE SCHEME DESIGN OF THE HAIBOWAN WATER CONSERVANCY HUB OVER THE YELLOW RIVER
Jia Xiaohu, Ding Lei
2014, 44(11): 75-77. doi: 10.13204/j.gyjz2001411014
Abstract:
Taking the scheme design of the Haibowan water conservancy hub over the Yellow River for example,it was expounded how to embody culture in industrial architecture design,and then,three significant characteristics of culture in the industrial building...
ARCHITECTURE SHAPE AND ORIENTATION DESIGN OF A HOTEL BASED ON NATURAL VENTILATION
Zeng Yan, Chen Li
2014, 44(11): 78-80. doi: 10.13204/j.gyjz2001411015
Abstract:
Natural ventilation benefits the health of inhabitants,building energy-saving,and environment protection greatly. Architecture shape and orientation have a great effect on natural ventilation. Taking an hotel for example,a model was established to si...
THE COLOR STAINLESS STEEL’S AESTHETIC PROPERTIES AND ITS APPLICATION
Xu Jianfeng, Li Bing, Zhang Jin, Chen Yingfan
2014, 44(11): 81-84. doi: 10.13204/j.gyjz2001411016
Abstract:
Color stainless steel not only presents the aesthetic characteristics of bright color and brightness,also has many excellent physical performances,which both adapts to the non-linear architectural design trends,and caters the development trend of bui...
FE MODEL UPDATING OF STRUCTURE BASED ON VIRTUAL DISTORTION METHOD
Wei Jinhui, Ren Weixin, Li Guanghui
2014, 44(11): 85-90. doi: 10.13204/j.gyjz2001411017
Abstract:
It was presented a finite element ( FE) model updating strategy based on static virtual distortion method ( VDM) which belonged to the fast and exact structural reanalysis methods. The influence matrix of beam element and structural displacement sens...
STUDY OF SEISMIC MITIGATION EFFECT OF VISCOELASTIC FRAME STRUCTURE WITH SPECIAL-SHAPED COLUMNS CONNECTED WITH GROUND BY MULTIPLE-FLOOR IN MOUNTAIN REGION
Yang Youfa, Chen Ya, Ling Ling, Li Shuai
2014, 44(11): 91-98. doi: 10.13204/j.gyjz2001411018
Abstract:
After discussing the seismic mitigation effect of soil stiffness,scarp height,and number of spans under the scarp on viscoelastic frame structure with special-shaped cloumns connected with ground by multiple-floor,the conclusions were as follows: 1) ...
INFLUENCE OF DIFFERENT CONNECTIONS OF SWAYING WALL ON SEISMIC PERFORMANCE FOR FRAME STRUCTURE
Yang Shubiao, Wei Zhitao, Xie Botao
2014, 44(11): 99-103. doi: 10.13204/j.gyjz2001411019
Abstract:
On the basis of model test,the nonlinear static analysis of frame structure model,frame structure with bulit-in swaying wall model and frame structure with external swaying wall model was carried out through the software SAP 2000. The results showed ...
EXPERIMENTAL STUDY OF ANCHORAGE PERFORMANCE OF GROUTING CONNECTION WITH STEEL BARS INSERTED PRE-BURIED BELLOWS
Yin Qi, Chen Jun, Peng Li, Fang Yuan, Wang Changqian
2014, 44(11): 104-107. doi: 10.13204/j.gyjz2001411020
Abstract:
In order to study the assembling and connection reliability of pre-cast concrete structural components,a grouting connection was proposed with the steel bars inserted pre-buried bellows. Considering of the bar diameter, sleeve diameter,anchorage leng...
EXPERIMENT RESEARCH ON FRACTURE OF MIXED GNEISS WITH A CIRCULAR CAVITY UNDER UNIAXIAL COMPRESSION
Xu Shiliang
2014, 44(11): 108-111. doi: 10.13204/j.gyjz2001411021
Abstract:
On account of the complexity of fracture mechanism of hard rock surrounding the underground tunnel, uniaxial compressive experiment of the mixed gneiss specimen with a circular cavity at center was carried out,and the whole process of fracture initia...
MECHANICAL AND DEFORMATION PROPERTY AND ACOUSTIC EMESSION CHARACTERISTICS OF COAL ROCK UNDER UNEQUAL BILATERAL CONFINING PRESSURE
Wang Yunfei, Zheng Xiaojuan
2014, 44(11): 112-118. doi: 10.13204/j.gyjz2001411022
Abstract:
The mechanical parameters of coal rock were measured through unconfined compression experiment,then the mesomechanical parameters of coal rock were obtained by particle flow code and Fish program and experiments were carried out under unequal bilater...
A PRELIMINARY STUDY OF DESIGN SYSTEM RECONSTRUCTION OF DEEP EXCAVATION ENGINEERING
Mao Jinping, Zheng Changjiang, Zhou Gangxiang
2014, 44(11): 119-122. doi: 10.13204/j.gyjz2001411023
Abstract:
Based on resource sharing and a resource-efficient society built,the design process of deep excavation support system was to be re-examined. The necessity and the ways of design system reconstruction of deep excavation support system were proposed,es...
DISCUSSION ON DEPTH MODIFICATION OF COHESIVE PILE COMPOSITE FOUNDATION BEARING CAPACITY
Wu Mai, Hou Weiming, Wang Enyuan
2014, 44(11): 123-125. doi: 10.13204/j.gyjz2001411024
Abstract:
VDepth modification of the bearing capacity of a composite foundation involves project safety and investment. Due to lacking research and unified understanding in that issue,and based on the regulations of Technical Code for Ground Treatment of Build...
EXPERIMENT ON THE SPALLING AND TEMPERATURE FIELD DISTRIBUTION OF REACTIVE POWDER CONCRETE UNDER HIGH TEMPERATURE
Liu Hongbin, Ju Yang, Sun Huafei, Liu Jinhui, Wang Li
2014, 44(11): 126-130. doi: 10.13204/j.gyjz2001411025
Abstract:
The spalling behaviour and the temperature field distribution of RPC under high temperature were tested. The result showed that the spalling of RPC would occur when furnace temperate reached to 330 ℃ with the heating rate being 4. 8 ℃ /min. Before th...
EXPERIMENTAL STUDY OF THE DETECTING METHOD FOR COMPRESSIVE STRENGTH OF NON-STANDARD CONCRETE HOLLOW BLOCK
Wang Fenglai, Deng Zhengyun, Cai Xuxin
2014, 44(11): 131-134. doi: 10.13204/j.gyjz2001411026
Abstract:
At present,there are no test methods for detecting compressive strength of non-standard concrete hollow block in Chinese Code. Through the study of American Product Standard and combing with the characteristics of product types in China,it was presen...
RESEARCH ON LONG-TERM CONCRETE STRENGTH DISTRIBUTION OF POWER TRANSMISSION AND TRANSFORMATION PROJECT FOUNDATION
Ding Shijun, Wang Baoqi, Cao Lifeng, Li Lin, Han Zhiwei
2014, 44(11): 135-140. doi: 10.13204/j.gyjz2001411027
Abstract:
Based on reliability design theory, taking the long-term concrete strength of transmission project foundation as research object,the drilling samples which were obtained in Zhejiang,Anhui,Ningxia,and Qinghai regions were subjected to compressive stre...
APPLICATION OF“DELAY CONNECTION”TECHNOLOGY OF OUTRIGGER TRUSS FOR SUPER TALL BUILDINGS IN MAIN TOWER OF SHENYANG HENGLONG PLAZA PROJECT
Duan Hai, Wang Xiaoyang, Zhang Xibo
2014, 44(11): 141-144. doi: 10.13204/j.gyjz2001411028
Abstract:
As the horizontal load is the dominant factor for a super tall building,setting outrigger can improve the overall performance of the structure,so as to improve the lateral stiffness of the structure,control the displacement on top of the structure,an...
EXPERIMENTAL RESEARCH ON OVERALL STABILITY BEARING CAPACITY OF HIGH STRENGTH STEEL TUBE COMPONENTS
Wang Hui, Li Xiaoyan, Sun Qing, Xue Jianyang
2014, 44(11): 145-149. doi: 10.13204/j.gyjz2001411029
Abstract:
Based on the experiment results of 18 Q690 axial compression welded steel tubes,the overall stability bearing capacity of the high strength steel tube with different slenderness ratios was studied. On the basis of the experimental study,the analysis ...
STIFFNESS CHANGES IN LOADING PROCESS FOR INNER CONCAVE CABLE-ARCH STRUCTURE UNDER FULL-SPAN LOAD
Jiang Youbao, Liao Guoyu
2014, 44(11): 150-154. doi: 10.13204/j.gyjz2001411030
Abstract:
The current research work lacks systematic considerations of stiffness changes in loading process for inner concave cable-arch structure. An intensive study was performed based on the experimental exploration and finite element analysis. Firstly,a pr...
HOT SPOT STRESS ANALYSIS OF DIFFERENT GIRTH BUTT WELD DETAILS OF CAST STEEL JOINT
Han Qinghua, Guo Qi, Lin Yunchang, Xing Ying
2014, 44(11): 155-159. doi: 10.13204/j.gyjz2001411031
Abstract:
The girth butt weld attaching to the cast steel joint and the hot-rolled tube are the important object of the fatigue study of the cast steel joint due to the material nonlinearity and geometric nonlinearity across the weld. However,the research on t...
BEHAVIOR STUDY OF SELF-CENTERING BEAM-COLUMN CONNECTIONS IN RESILIENT STEEL FRAMES AFTER EARTHQUAKE
Zhang Yanxia, Zhang Ailin, Sun Wenlong
2014, 44(11): 160-167. doi: 10.13204/j.gyjz2001411032
Abstract:
Three specimens were designed and the low-cycle loading experiments,as well as finite element and theory analyses were performed for the self-centering beam-column connections using the bolted web friction devices( WFDs) in earthquake resilient steel...
STRUCTURAL DESIGN OF A LONG-SPAN AND ARCHED STEEL CANOPY WITHOUT COLUMN ON PLATFORM IN TAIZHOU RAILWAY STATION
Li Jianfen, Wu Dongfeng, Wang Yan
2014, 44(11): 168-171. doi: 10.13204/j.gyjz2001411033
Abstract:
For a long-span and arched steel canopy without column on platform in Taizhou railway station,the steel pipe column filled with concrete and steel pipe truss with inverse triangle section were used for its main structural system. As a sensitive syste...
BEARING CAPACITY OF REINFORCEMENT CONCRETE MEMBERS UNDER COMBINED TENSION,BENDING AND SHEAR
Huang Liang, Zhang Huaian, Jiang Chao, Li Deng, Xu Zipeng, Lu Yiqiu
2014, 44(11): 172-177. doi: 10.13204/j.gyjz2001411034
Abstract:
Experiments of reinforced concrete (RC) members subjected to combined loading indicated that their tension,bending and shear strength would interact with each other. Based on the theory of tension-bending interaction and moment-shear correlation,a fo...
TRANSFORMATION DESIGN OF TIANJIN MEIYA AUTOMOBILE PLANT
Zhang Changrui, Tian Yong, Hu Yingjie, Ren Yajing
2014, 44(11): 178-181. doi: 10.13204/j.gyjz2001411035
Abstract:
As a China’s old industrial base,Tianjin has a large number of industrial heritages. For a large number of industrial architectures with historic and cultural values,how to deal with them is very important subjects. It was tried to make an in-depth a...
APPLICATIONS OF HOLISTIC HIDDEN STEEL FRAME SYSTEM IN REINFORCEMENT OF BRICK-CONCRETE BUILDINGS
Liao Mingjin, Zhong Dongwang, Mo Jiyun, Duan Weidong, Zhu Yilin, Zhu Youlin
2014, 44(11): 182-185. doi: 10.13204/j.gyjz2001411036
Abstract:
A five-storey brick-concrete office building was planned to be rebuilt into shopping mall,and the wall of the 1st and 2nd floor would be dismantled to form a large space. Based on the test appraisal and the structure forced characteristics,the holist...
REGIONAL EXPRESSION OF MODERN INDUSTRIAL BUILDINGS FOR A GREEN INDUSTRIAL PARK DESIGN IN XIAMEN
Wang Wei, Pan Yongxun
2014, 44(11): 186-188. doi: 10.13204/j.gyjz2001411037
Abstract:
It was tried to combine local culture and corporate culture with modern industrial architecture. In addition, the spirit of place was also embodied properly through the analysis of the environment and base in view of the overall environment concept,a...