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. 07

Display Method:
STUDY ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE BEAM-COULUMN JOINTS UNDER DIFFERENT STRAIN RATES
Fan Guoxi, Song Yupu, Wang Licheng
2014, 44(07): 1-6.
Abstract:
In the circumstances of dynamic loading,the reinforced concrete beam-column joint exhibits different properties with those presented in the case of quasi-static loads,due to the effect of strain rate. The majority of previous studies were focused mor...
SEISMIC BEHAVIOR RESEARCH OF STEEL PLATE HOOP-BOLT PREFABRICATED COLUMN CONFINED BY HIGH-STRENGTH COMPOSITE SPIRAL STIRRUPS
Li Jin, Chen Peng, Wei Wei, Li Qingning
2014, 44(07): 7-10.
Abstract:
In order to study the seismic behavior of steel plate hoop-bolt prefabricated column by high-strength composite spiral stirrups,the low cyclic loading tests were carried out. Four long column specimens were designed. Cracking,yield,destroyed process ...
EXPERIMENTAL STUDY OF SEISMIC BEHAVIOR OF THE STEEL TUBULAR ASSEMBLY COLUMN
Li Qingning, He Di, Wang Peng, Jiang Weishan
2014, 44(07): 11-15.
Abstract:
A new kind of precast concrete segmental columns has been put forward in this paper. Its core concrete is constrainted by high-strength compound spiral stirrups and the exterior steel plate hoop penetrated by the bolt bar used for the connection area...
TEST STUDY ON SEISMIC BEHAVIOR OF SPRAYED CONCRETE SANDWICH SHEAR WALLS WITH LOW SHEAR-SPAN RATIO
Song Xiaolu, Qian Jiaru, Feng Baochun, Zhang Yichao
2014, 44(07): 16-20.
Abstract:
To study the seismic behavior of sprayed concrete sandwich shear walls with low shear-span ratio,quasistatic tests on 3 specimens were carried out. The test results indicated that the concrete sprayed on both surfaces of the steel wire mesh framed by...
SEISMIC PERFORMANCE EXPERIMENTAL RESEARCH ON STEEL AND POLYPROPYLENE FIBER REINFORCED SPECIAL-SHAPED COLUMN EDGE NODE
Li Yanyan, Chen Yanfeng, Zhang Xuehui
2014, 44(07): 21-24.
Abstract:
Under the low cyclic loading,4 steel and polypropylene fiber reiforced special-shaped column edge nodes were tested,and the bearing capacity,displacement ductility,the restoring force characteristics of each node were analyzed,including hysteresis cu...
CYCLIC TEST OF DAMAGED RC FRAMES RETROFITTED WITH Y-ECCENTRICALLY STEEL BRACE
Gu Jianye, Sun Guohua, Yu Anlin, Zhao Baocheng, Shi Yu
2014, 44(07): 25-30.
Abstract:
In order to investigate the seismic behavior of the damaged RC frames retrofitted with Y-eccentrically steel brace under low reversed cyclic loading,two one-bay,one-story test specimens of one-third scale were built and tested. The hysteretic behavio...
SEISMIC BEHAVIOR OF LARGE-SCALE REINFORCED CONCRETE COLUMNS WITH DIFFERENT AXIAL LOAD RATIO
Xie Yongping, Jia Lei
2014, 44(07): 31-36.
Abstract:
Four 700mm × 700mm reinforced concrete columns were tested under monotonic horizontal loading and low cycle reversed loading with high axial load ratio. Their bearing capacity,failure characteristic and hysteretic behavior were discussed. The axial l...
STUDY OF UNIDIRECTIONAL WALL FRAMES' INFLUENCE ON THE SEISMIC PERFORMANCE OF SHEAR WALL STRUCTURE
Yuan Kang, Li Yingmin, Zhang Songbai
2014, 44(07): 37-41.
Abstract:
Based on the internal force and deformation analysis method of frame-shear wall structure,the equation of stiffness characteristic coefficient of wall frame-shear wall structure was derived to analyze the deformation characteristics of structures wit...
STUDY ON EFFECT OF GROUND WALL THICKNESS ON SEISMIC PERFORMANCE OF FRAME-SUPPORTED SHEAR WALL STRUCTURES
Wang Zejun, Kong Lingcang, Ren Jiafu
2014, 44(07): 42-45.
Abstract:
In high-rise frame-supported shear wall structure,the lateral stiffness of structure nearby transfer storey is usually changed sharply,which easily causes stress concentration and is harmful to seismic performance. In order to improve the seismic per...
STUDY OF ARRANGING SCHEMES OF THE DAMPERS INSERTED IN MSCSS BASED ON RELIABILITY ANALYSIS
Wei Zheng, Zhang Xun'an, Peng Zejing, Lian Yeda, Dong Xiaofeng
2014, 44(07): 46-50.
Abstract:
Based on elastic-plastic time-history analysis of the MSCSS without additional dampers under seismic action,it was given that different arranging schemes of the additional dampers from different angles. The Hilbert- Huang transform method ( HHT) was ...
EARTHQUAKE LOSS EVALUATION OF BUILDINGS BASED ON STORY EDP-DV FUNCTIONS
Jia Zhaoping, Wu Ziyan, Wang Qi'ang
2014, 44(07): 51-55.
Abstract:
In order to simplify the performance-based earthquake loss evaluation process,the paper puts forward the method of earthquake loss evaluation of buildings based on story engineering demand parameter- decision variable ( EDP-DV) functions. Firstly,whe...
RESEARCH ON ASSESSMENT INDEX SYSTEM FOR THE GREEN REGENERATION OF OLD INDUSTRIAL BUILDINGS
Zhang Yang, Fan Shengjun, Li Huimin
2014, 44(07): 56-59.
Abstract:
In order to improve the effect of old industrial building’s regeneration,improve the comfort of using, reduce energy consumption of buildings,an assessment index system of the green regeneration of old industrial buildings needs to be established. Ba...
THE DESIGN CONCEPTS OF BUILDINGS IN TAIWAN NATIONAL PARKS
Nie Wei, Kang Chuanyu, Dong Liang
2014, 44(07): 60-63.
Abstract:
Based on consulting a large number of theoretical data on the construction and development of Taiwan National Parks,combined with the theory of recreation opportunity spectrum ( ROS) and green architecture,as well as sustainable design,it was summari...
STUDY OF ADAPTABILITY FOR STRAW-BALE HOUSES IN NORTHERN RURAL AREA
Li Nan, Yang Liu, Luo Zhixing, Wang Qianqian
2014, 44(07): 64-67.
Abstract:
Choosing the appropriate wall material can reduce the energy consumption effectively,this paper selects a constructing house as the research object which uses straw-bale as the filling material for external wall. Through testing indoor and outdoor te...
FIELD INVESTIGATION OF RESIDENTIAL BUILDING’S EXTERIOR WINDOWS AND STUDY OF DESIGN TECHNIQUES FOR ENERGY-SAVING WINDOW IN NORTH JIANGSU PROVINCE
Liu Wei, Ji Xiang, Tian Guohua, Cai Rui
2014, 44(07): 68-72.
Abstract:
Exterior window is an important room transformation medium for residential building between indoor and outdoor environment,and it is also the key link for building energy-efficiency. Based on the field investigation and statistics data of building ex...
DYNAMIC RESPONSE ANALYSIS AND VERIFICATION OF PC CONTINUOUS BEAM BRIDGE UNDER ACTUAL VEHICLE LOAD
Wang Wei, Zhao Jianfeng
2014, 44(07): 73-78.
Abstract:
Taking a three-span prestressed concrete continuous box girder bridge as a research object, the vehicle and bridge differential equations of motion of single beam were established using vehicle-bridge coupling vibration relationship which was built t...
EXPERIMENTAL STUDY OF P-Y CURVE OF LATERAL LOADED SINGLE-PILE IN THE YELLOW RIVER DELTA SILT
Liu Hongjun, Lü Xiaohui, Zhang Dongdong, Wang Zhiliang
2014, 44(07): 79-83.
Abstract:
The p-y curve method is widely used in the design of pile foundation at home and abroad,but few researches have been concerned about the newly deposited silt in the Yellow River delta. In order to study the mechanical features,tests of a model pile e...
SEISMIC PERFORMANCE OF DIFFERENT PRESTRESSED HIGH STRENGTH CONCRETE PIPE PILES
Wang Tiecheng, Wang Wenjin, Zhao Hailong, Yang Zhijian
2014, 44(07): 84-89.
Abstract:
The flexural bearing capacity of prestressed concrete pipe pile was enhanced by filling,steel fiber and nonprestressed steel bar in engineering,but the mechanical property of improved prestressed concrete pipe pile under earthquake was not clear. Bas...
LABORATORY MODEL TEST OF TREATING SOFT SOIL GROUND USING DEEP AIR-BOOSTED VACUUM PRELOADING
Zeng Fangjin, Wei Huixing, Wang Jun, Fu Hongtao
2014, 44(07): 90-94.
Abstract:
Because of effect of well resistance and smear,deep soil can not achieve adquate vacuum when adopting the common vacuum preloading to reinforce soft soil. So deep soil can not be reinforced effectively. A method of deep air-boosted vacuum preloading ...
STRESS MIGRATION METHOD AND ITS APPLICATION IN SLOPE STABILITY ANALYSIS
Zhang Jizhao, Han Nana
2014, 44(07): 95-101.
Abstract:
Based on two assumptions that elemental vertical stress remained unchanged in the process of computation and that the principal stresses directions remaind unchanged before and after reduction,the calculation formulas and operation steps of the stres...
EXPERIMENTAL STUDY OF EFFECT OF NANO-SiO2 CONTENT ON THE PROPERTIES OF HIGH PERFORMANCE CONCRETE
Chen Ansheng, Tang Xiaoping, Wang Siqing, He Xiaoqiao
2014, 44(07): 102-105.
Abstract:
Cement was replaced by the same amount of nano-SiO2 to prepare high performance concrete,it was tested the performance changes of concrete specimens in different admixture amounts of nano-SiO2 . The results show that nano-SiO2 would reduce the workab...
STUDY ON MECHANICAL PROPERTIES OF C80 CONCRETE AT DIFFERENT AGES
Wang Dongyan, Wang Mengmeng, Yang Zhenkun, Wu Yuegang, Yuan Quan, Liao Juan
2014, 44(07): 106-111.
Abstract:
It was studied the mechanical behaviors of C80 high-strength commercial concrete at different ages,based on the test of C80 high-strength commercial concrete specimens. It was also studied a variety of performance indicators such as the cube compress...
INFLUENCE OF CONCRETE COVER ON CORROSION MECHANISM AND CORROSION RATE OF STEEL BARS
Yu Bo, Wu Ming, Yang Lüfeng
2014, 44(07): 112-119.
Abstract:
The thickness,resistivity and degree of pore saturation of concrete cover have significant influences on the corrosion mechanism and corrosion rate of steel bar embedded in concrete. The influences of the thickness,resistivity and degree of pore satu...
AN EXPERIMENT STUDY OF THE SMART BEAM STRUCTURE
Wang Yanfeng, Liu Qingyi
2014, 44(07): 120-123.
Abstract:
Smart material structure is one of the hotspots in civil engineering field. The carbon black cement mortar was used as sensing element of concrete and nano-composite resin was used as sensing element of steel. With the study of two sets of smart beam...
SIMULATION OF THE CONSTRUCTION PROCESS OF THE STEEL ROOF OF TIBET CONVENTION AND EXHIBITION CENTER
Liu Minglu, Han Xiangke, Sun Congyong, Sun Wei, Si Kun, Wang Fuqin, Jia Wenbin, Su Bo
2014, 44(07): 124-127.
Abstract:
Tibet Convention and Exhibition Center project is located in high altitude,low oxygen levels in Lhasa area,with the complexity of roof shape,height,large span and lots of pipes,a construction plan of the outer part of the roof lifting by combining un...
THE DIGITAL SIMULATION OF STEEL TRUSS STRUCTURE LOW-POSITION LIFTING
Tian E, Li Yi
2014, 44(07): 128-131.
Abstract:
Low-position lifting refers to that the design height of the lifting platform is low,and structure installation height is above the lifting platform,in the process of lifting,structure needs to be out of the lifting platform. Notable features of the ...
COMPARISON AND ANALYSIS ON LATERAL PRESSURE OF CONCRETE FORMWORK FROM DIFFERENT FORMULAS
Zhang Wenxue, Li Zengyin, Liu Long
2014, 44(07): 132-136.
Abstract:
Formwork accounts for a large proportion of concrete construction,in recent years accidents occur frequently on concrete formwork,resulting in greater casualties and property losses. This is not entirely due to improper construction operations,but al...
PROGRESS OF INVESTIGATION ON SEISMIC BEHAVIOR OF PRECAST REINFORCED CONCRETE FRAME STRUCTURES(Ⅱ) : STRUCTURE PROPERTY STUDY
Li Aiqun, Wang Wei, Jia Hong, Pan Zhihong, Zhou Deheng, Cao Zhongmin, Shen Wei
2014, 44(07): 137-140.
Abstract:
The importance of study on seismic behavior of precast concrete frame structures was described. Progress of investigation on seismic behavior of precast reinforced concrete frame structures was introduced,including prestressed precast reinforced conc...
STATIC PERFORMANCE OF CONCRETE FILLED SQUARE STEEL TUBULAR BEAM-COLUMN STRENGTHENED BY CFRP EXTERNALLY(I):EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION
Wang Qingli, Chen Xingyu, Zhang Zhirun
2014, 44(07): 141-145.
Abstract:
Taking slenderness ratio and eccentricity ratio as the principal factors,static behavior of 24 pieces of concrete filled square steel tubular beam-columns strengthened by CFRP externally ( S-CF-CFRP-ST ) were experimentally investigated. The test res...
STATIC PERFORMANCE OF CONCRETE FILLED SQUARE STEEL TUBULAR BEAM-COLUMN STRENGTHENED BY CFRP EXTERNALLY(Ⅱ):MECHANISM ANALYSIS AND LOAD CARRYING CAPACITY
Wang Qingli, Zhang Zhirun, Chen Xingyu
2014, 44(07): 146-150.
Abstract:
The mechanism of the concrete filled square steel tubular beam-columns strengthened by CFRP externally ( S-CF-CFRP-ST) were analyzed by using ABAQUS software,and the results showed that the compressive region on cross-section varied from compression ...
AXIAL BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMN WITH DOUBLE CIRCULAR STEEL TUBES
Wang Juan, Zhao Junhai, Liu Qi, Li Yan
2014, 44(07): 151-154. doi: 10.13204/j.gyjz2001407031
Abstract:
Based on the twin shear unified strength theory,it was analyzed the condition of load for the steel tube and the core-concrete under tri-axial compression,the formula of axial bearing capacity of steel reinforced concrete short column with double cir...
RESEARCH ON THE BEARING CAPACITY FORMULA OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN
Du Chuang, Yang Xiaoming, Wei Shaowu, Du Zitao
2014, 44(07): 155-158. doi: 10.13204/j.gyjz2001407032
Abstract:
Based on the restraint characteristic of concrete-filled steel square tubular ( CFST) column,core concrete area is divided into the strong restraint area and the weak restraint area. A formula is derived for estimating the bearing capacity of square ...
PROGRESSIVE COLLAPSE ANALYSIS OF STEEL FRAME STRUCTURE WITH COMPOSITE FLOOR SLAB TWO-WAY TENSION MODEL
Wang Lai, Ma Yang, Qiu Jing
2014, 44(07): 159-163. doi: 10.13204/j.gyjz2001407033
Abstract:
Composite floor slab,as one of major steel frame structural elements,could greatly influence the antiprogressive collapse performance of structures. But the influence of slabs was not taken into consideration in the existing researches. In this paper...
INTEGRATED OPTIMIZATION OF STEEL STRUCTURE AND CONTROL SYSTEM UNDER COUPLING EARTHQUAKE BASED ON ARTIFICIAL FISH SWARM ALGORITHM
Zhou Liping, Ling Yun, Xu Bin
2014, 44(07): 164-169. doi: 10.13204/j.gyjz2001407034
Abstract:
The current anti-seism design method of civil engineering structure possibly loses system optimal solution because it does not consider the mutual coupling effect between structure design and control design. The collaborative optimization strategy is...
A SEISMIC ISOLATION DESIGN FOR A MULTI-STORY CUSTOM STEEL STRUCTURE RESIDENCE
Zhao Fenghua, Yang Jun
2014, 44(07): 170-174. doi: 10.13204/j.gyjz2001407035
Abstract:
Adopting the common and base isolation and non-islotion systems,comparative analysis of structure’s seismic performance was conducted on a multi-storey custom steel structure residence. El centro wave,Tianjin wave and an artificial earthquake wave ar...
RESEARCH EXPERIMENT OF THE BEAM-TO-COLUMN JOINT REINFORCED BY CFRP AT NEGATIVE MOMENT AREAS
Zhang Rujun, Geng Ou, Chai Boshi
2014, 44(07): 175-177. doi: 10.13204/j.gyjz2001407036
Abstract:
By the comparison of the connection and reinforced connections’loading tests,this paper aims to analyse the different distance from the side of the beam to CFRP and the changing influence on the reinforcement effect of connection owning to different ...
APPLICATION OF BIM IN SIMULATION OF IMPORTANT LOAD LIFTING FOR AP1000 NUCLEAR PLANT
Dong Xiao, Wang Yifan, Wu Shaopeng, Gong Jinghai
2014, 44(07): 178-182. doi: 10.13204/j.gyjz2001407037
Abstract:
Modular construction is used for AP1000 nuclear island of the third generation of nuclear power station, which provides great economic benefit. The important load lifting becomes one of the key techniques. The necessity of the important load lifting ...
THE TECHNICAL MEASURES OF GREENING OF SLOPING ROOF
Li Haiying, Yang Jie
2014, 44(07): 183-186. doi: 10.13204/j.gyjz2001407038
Abstract:
The present study of roof greening is more concentrated in the flat roof,and less in the sloping roof. With respect to flat roof,loss of soil and water is the main problem of greening of sloping roofs. The paper studied anti-skid measures,irrigation ...