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

2013 Vol. 43, No. 5

Display Method:
CONSTRUCTION SIMULATION OF SUSPENED-DOME STRUCTURES
Jin Bo, Fu Ganghui, Guo Jiamin
2013, 43(5): 5-8. doi: 10.13204/j.gyjz201305001
Abstract:
Suspened-dome structure is a new kind of hybrid space structure with the combination of an upper single-layer lattice shell and a lower cable-strut system, and has a very broad applied prospect.The research state of construction analysis is first int...
DYNAMIC SIMULATION OF CONSTRUCTION PROCESS OF GIANT COLUMN FRAME-CORE TUBE-CANTILEVER TRUSS STRUCTURE SYSTEM
Li Yong, Guan Changsheng, Cheng Ji, Wang Hui
2013, 43(5): 9-13. doi: 10.13204/j.gyjz201305002
Abstract:
Considering the influences of high strength concrete's shrinkage and creep deformation on the vertical deformation and the structural stress, using the finite element software, combined with Wuhan Centre Project, mechanical simulation and stress stat...
DESIGN AND MODAL ANALYSIS OF JACKING FORM SYSTEM FOR SUPER HIGH-RISE BUILDING
Bai Xue, Ma Haibin, Yao Chuanqin, Bai Rong
2013, 43(5): 14-17,51. doi: 10.13204/j.gyjz201305003
Abstract:
In the construction of super-high buildings, jacking form is a new technology.As the long time of final setting of high strength concrete, it is disadvantageous to do construction with periodic template model for a project.Taking actual projects for ...
KEY POINTS ANALYSIS OF CONSTRUCTION TECHNOLOGY OF ECOLOGICAL COMPOSITE WALLS STRUCTURE SYSTEM
Gong Shuaizhou, Huang Wei, Shi Anren, Zhang Qi, Zhang Chenghua, Zhang Caiyang, Zhang Min
2013, 43(5): 18-23,93. doi: 10.13204/j.gyjz201305004
Abstract:
Ecological composite wall structure system is a new building structure seismic system with the function of lightweight, high strength, which can improve the performance of buildings greatly, and its economic benefits is significant, it accords with n...
THE WHOLE PROCESS CONSTRUCTION MECHANICAL ANALYSIS OF CONTAINMENT CYLINDER FOR NUCLEAR POWER PLANT
Lu Hailu, Li Zheng, Tan Jun, Jin Xiaofei
2013, 43(5): 24-27,78. doi: 10.13204/j.gyjz201305005
Abstract:
The containment which provides protection, sealing and other functions is an important component of third-generation nuclear power plants(European Pressurised Reactor, EPR).Based on a nuclear power plant project, by finite software ANSYS it was analy...
STUDY ON LIFTING METHOD FOR STEEL CYLINDER OF THE CONTAINMENT OF AP1000 NUCLEAR PLANT
Zheng Jianxiang, Qiu Guozhi, Lu Xiaojun, Wu Shaopeng, Gong Jinghai
2013, 43(5): 28-32. doi: 10.13204/j.gyjz201305006
Abstract:
Steel cylinder of the containment was one of the most important structure modules of AP1000 Nuclear Plant.Its characteristics such as large size, heavy weight, thin wall together with the accuracy requirements of installation resulted in the difficul...
STUDY ON MANUFACTURE TECHNOLOGY OF "TWO-LINE-SIX-OPENING" COMPOSITE BOX STEEL COLUMNS
Xu Xiaobo, Zhao Qian, Li Huiying
2013, 43(5): 33-36,85. doi: 10.13204/j.gyjz201305007
Abstract:
Through the analysis of assembly welding technology of composite box steel columns, the key study was carried out on measures of controlling welding distortions in advance.In addition, the welding sequence of two-line-six-opening composite box steel ...
RESEARCH ON THE ATRIUM SPACE DESIGN IN ECOLOGICAL BUILDING
Xia Bo
2013, 43(5): 37-39. doi: 10.13204/j.gyjz201305008
Abstract:
At present the atrium space is designed for many public buildings.In order to research how to design the atrium space in an ecological building, the paper analyzes five basic atrium forms that have different effects on the internal environment.Depend...
RESEARCH ON CLIMATE ADAPTABILITY OF ENERGY CONSERVATION BUILDING WITH RENEWABLE ENERGY SOURCES IN HOT-SUMMER AND COLD-WINTER ZONE
Zhang Hui, Yu Zhuang
2013, 43(5): 40-43,114. doi: 10.13204/j.gyjz201305009
Abstract:
Nowdays, renewable energy sources have become important competed development fields, to which much attention has been paid and widely applied in countries all over the world.Taking an energy saving renovation project of Huazhong University of Science...
APPLIANCE OF THE SOLAR CHIMNEY IN THG RESIDENTIAL BUILDINGS
Wang Weichao, Liu Lina, Chen Xingyi
2013, 43(5): 44-46,63. doi: 10.13204/j.gyjz201305010
Abstract:
It was reviewed the progress in research on the solar chimney, focusing on comparative analysis of working principle and practical application of the different solar chimney.And the problems to be solved were proposed based on the solar chimney resea...
EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR OF INTERIOR JOINTS OF SPECIALLY SHAPED COLUMN FRAMES REINFORCED BY STEEL FIBER
Rong Xian, Zhang Jianxin, Li Yanjun, Li Yanyan
2013, 43(5): 47-51. doi: 10.13204/j.gyjz201305011
Abstract:
To solve the weak part of joints with specially shaped column frames, the joint of specially shaped column frames reinforced by steel fiber and the one without reinforcement in the core zone were tested under low cyclic loading.The results in terms o...
EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTY OF REINFORCED RECYCLED AGGREGATE COARSE CONCRETE FLOOR-SLAB
Chen Zongping, Yang Yibin, Zheng Shufang, Su Yisheng
2013, 43(5): 52-56,127. doi: 10.13204/j.gyjz201305012
Abstract:
In order to study the mechanical behavior of reinforced recycled concrete floor-slab, 6 specimens including 3 one-way slabs and 3 two-way slabs were designed, and the recycled coarse aggregate replacement percentage was primarily considered in the te...
SHEAR PERFORMANCE OF REINFORCE CONCRETE BEAMS CORRODED BY SULFATE SALT AND CHLORIDE
Wu Qing, Chen Xiaojian, Wang Junhua, Geng Ou
2013, 43(5): 57-63. doi: 10.13204/j.gyjz201305013
Abstract:
The reinforced concrete beams corroded rapidly by sulfate salt and chloride through the accelerated corrosion method, the destruction shape, ductility, shear carrying capacity of the beams were studied under different corrosion degree.It can be seen ...
STUDY ON CRACK WIDTHS OF NORMAL SECTIONS OF RECYCLED CONCRETE BEAMS
Liu Chao, Bai Guoliang, Feng Xiangdong, Zhang Fengjian, Yin Lei, Xu Jie
2013, 43(5): 64-67. doi: 10.13204/j.gyjz201305014
Abstract:
Based on the crack widths of normal sections of recycled concrete beams under short term loading, the similarities and differences between normal concrete and recycled concrete were compared.It was focused on the crack developing mechanism and width ...
THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS
Li Yongjing, Zhang Jing, Zhang Xu
2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015
Abstract:
In order to control the catastrophe problem of eccentric structure caused by the coupling vibration of torsion under the action of the earthquake effectively, based on the theory analysis and numerical calculation, the motion equation of the coupling...
STUDY ON SYSTEMATIC BOLTS EFFICACY IN ARCH OF SOFT ROCK TUNNEL BY THE SHALLOW MINING METHOD
Deng Zongwei, Leng Wuming, Li Yongsuo, Jiang Jianqing
2013, 43(5): 73-78. doi: 10.13204/j.gyjz201305016
Abstract:
The systematic bolts are often arranged in the soft rock tunnel arch, but their efficacy is different in the different geological conditions and support patterns.The researches on the efficacy of the systematic bolts in the arch of soft rock underwat...
THE ANALYSIS OF PILE GROUPS VERTICAL RESPONSE IN NON-HOMOGENEOUS SOILS
Li Zao
2013, 43(5): 79-85. doi: 10.13204/j.gyjz201305017
Abstract:
Firstly, the settlement governing equation was founded based on Winkler foundation model by assuming the soil and the pile kept elastic contact.Secondly, the shearing deformation method was used to calculate the soil settlement transfer factor.Then t...
CORRELATION ANALYSIS OF PHYSICAL AND MECHANICAL CHARACTERISTICS INDEXES OF SOFT SOIL FOR THE LAKESHORE NEW DISTRACT IN HEFEI
Shao Yan, Wang Shichuan, Li Changyong
2013, 43(5): 86-89. doi: 10.13204/j.gyjz201305018
Abstract:
Based on the geotechnical experiment results of over 100 samples for soft soil of the lakeshore new distract in Hefei, the correlation equations between each index were obtained by regression analysis of the correlation analysis of all kinds of the p...
CONTRAST TEST BETWEEN GEOFABRIC-COMPOSITE BOLT AND TRADITIONAL BOLT IN THE CATACLASTIC ROCK
Zhang Yanjun, Wang Chaoxiong, Zhang Rong, Xiao Yucheng
2013, 43(5): 90-93. doi: 10.13204/j.gyjz201305019
Abstract:
Geofabric-composite bolt is a new anchoring reinforcement structure used in cataclasite.A landslide control project was used as a platform to carry out pull-out test of two sorts an chorsfull length bonded and prestressed anchors, to verify the feasi...
EXPERIMENTAL STUDY ON SHEARING STRENGTH OF THE NEW COMPOSITE BLOCK MASONRY
He Mingsheng, Wang Yong, Xia Duotian, Fu Xiaojian, Shi Leiwei
2013, 43(5): 94-98. doi: 10.13204/j.gyjz201305020
Abstract:
The composite masonry of thermal-insulating lightweight concrete hollow block is a new type of structure with composite polystyrene(EPS) soil as its inner core and the lightweight concrete block as its external mould, because it makes the heat preser...
RESEARCH ON 1 DIMENSION AND 2 DIMENSION CARBONATION OF FLY ASH CONCRETE UNDER LOADING
Chen Shudong, Qian Chunyu, Li Qihua, Ding Tianting
2013, 43(5): 99-102,98. doi: 10.13204/j.gyjz201305021
Abstract:
The 1D and 2D carbonations of high performance concrete are studied under different fly ash proportion(0%, 20%, 40%, 60%) and different ratio of bending load(0.20, 0.35, 0.50, 0.65, 0.80).The test method of 2D carbonation under loading is built;The i...
THE DEVELOPMENT OF SPATIAL GRID STRUCTURES IN CHINA IN THE LAST THIRTY YEARS
Liu Xiliang
2013, 43(5): 103-107. doi: 10.13204/j.gyjz201305022
Abstract:
It was reviewed briefly the development course of the spatial structures in China in the last 30 years;it was particularly summarized the development and use of the spatial structures, especially spatial grid structures(grid frames, reticulated shell...
COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)
Tong Genshu, Zhou Weidong, Zhang Lei
2013, 43(5): 108-114. doi: 10.13204/j.gyjz201305023
Abstract:
System performance factors for base shear determination in various codes were analyzed.In the USA, it includes overstrength factors of both the material and the structural system and the ductility, in EC 8 it contains the structural overstrength and ...
APPLICABILITY ANALYSIS OF BOND-SLIP CONSTITUTIVE RELATIONSHIP IN THE NEW CODE FOR DESIGN OF CONCRETE STRUCTURES
Xu Gang, Wang Yimin, Wang Qing, Su Yibiao
2013, 43(5): 115-117,156. doi: 10.13204/j.gyjz201305024
Abstract:
Newly issued Concrete Structural Design Code(GB 500102010) proposes a bond-slip constitutive relation between steel bars and concrete.In order to fully explore its applicability, two types of numerical models considering and not considering the bond-...
STUDY ON STATIC PERFORMANCE OF GEIGER RIGID BRACING DOME
Xue Suduo, Gao Zhanyuan, Li Xiongyan, Liang Jin
2013, 43(5): 118-121. doi: 10.13204/j.gyjz201305025
Abstract:
Basic hypothesis and nonlinear finite element equations of static analysis for rigid bracing dome were given.The cable sag of rigid bracing dome was discussing, static characteristics of rigid bracing dome and cable dome were compared, the influence ...
RESEARCH IN M-θr RELATIONSHIP OF SELF-CENTERING STEEL CONNECTION WITH BOLTED TOP AND SEAT ANGLES
Xi Kuantang, Ju Jing
2013, 43(5): 122-127. doi: 10.13204/j.gyjz201305026
Abstract:
A practical theoretical approach was presented to calculate M-r relationship of self-centering steel connection with bolted top and seat angles.Based on the research of the connection failure mechanism, connection bearing capacity was deduced by comp...
EXPERIMENTAL STUDY ON RECTANGULAR CONCRETE-FILLED DOUBLE-SKIN STEEL TUBES SUBJECTED TO ECCENTRIC COMPRESSIVE LOAD
Xie Li, Chen Mengcheng, Huang Hong
2013, 43(5): 128-131. doi: 10.13204/j.gyjz201305027
Abstract:
Six rectangular concrete filled double skin steel tubes(RCFDST) and one rectangular concrete filled steel tube were tested under axial compressive load.The changes of test parameters were length-width ratios of inner and outer steel tubes.The test re...
NONLINEAR ANALYSIS OF CONCRETE-FILLED SQUARE STEEL TUBULAR BEAM-COLUMN SECTIONS UNDER BENDING AND AXIAL LOAD
Zhang Lan
2013, 43(5): 132-136,143. doi: 10.13204/j.gyjz201305028
Abstract:
Nonlinear analysis of member sections play an important role in structural seismic investigation.Based on the triaxial-force feature of the steel, a constitutive model of steel suitable for concrete-filled square steel tubular beam-column was propose...
STUDY ON ULTIMATE BEARING CAPACITY OF DUMBBELL SHAPED CONCRETE-FILLED STEEL TUBULAR COLUMN BASED ON TWIN SHEAR UNIFIED STRENGTH THEORY
Li Yan, Zhao Junhai, Liang Wenbiao, Zhang Dongfang
2013, 43(5): 137-143. doi: 10.13204/j.gyjz201305029
Abstract:
Based on twin shear unified strength theory, the contributions of steel tube, web, concrete in the steel tube and cavity and constrains provided by steel tube and web were considered.Whilst considering the influence of slenderness ratio, eccentricity...
FLEXURAL BEHAVIOR OF CORRODED REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBER COMPOSITE SHEETS
Jia Bin, Cheng Jin, Meng Naiqing, Liu Shunfeng
2013, 43(5): 144-147. doi: 10.13204/j.gyjz201305030
Abstract:
Through the experiment of the bending capacity of the corroded reinforced concrete beams before and after strengthened with CFRP sheets, the influence of the secondary load and corrosion on the load-carrying capacity and rigidity of reinforced concre...
FATIGUE TEST RESEARCH ON CFRP STRENGTHENED STEEL BEAM
Zheng Yun, Yue Qingrui, Chen Xuan, Li Zhongyu
2013, 43(5): 148-152. doi: 10.13204/j.gyjz201305031
Abstract:
The different fatigue life of CFRP strengthened steel beams and unstrengthened ones were compared under medium-high cycle and low stress range fatigue test, and the fitting result of the test was analyzed.It was shown that the fatigue life could be i...
THE DESIGN OF A CERTAIN DISCUSSION GREEN ENERGY-SAVING HOUSING ESTATE FOR SMALL CITIES
Sun Fengming, Tian Liang, Guo Xiaoying
2013, 43(5): 153-156. doi: 10.13204/j.gyjz201305032
Abstract:
Under the trend of the development of the times and the requirement of people, architects pay more and more attention to the design of the small city.According to design concept, layout, landscape design, architectural design of new technology health...
A PROBE INTO CITY JOINT AND ITS SPACE DOMAIN
Liu Chenyu, Li Guanghui
2013, 43(5): 157-161. doi: 10.13204/j.gyjz201305033
Abstract:
City joint is used to describe urban space in the urban study, and it was first put forward as one of the five key elements to representing city's image by famous American architect Kevin Lynch in 1960s.From then on, the diversity of city joint has b...