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

2010 Vol. 40, No. 4

Display Method:
EXPERIMENT ON DURABILITY OF CONCRETE MEMBERS STRENGTHENED BY BASALT FIBER SHEETS UNDER SALT FOG CORROSION ENVIRONMENT
Yang Yongxin, Hu Haitao, Wang Xibin
2010, 40(4): 1-4,16. doi: 10.13204/j.gyjz201004001
Abstract:
Researchers all over the world have made a lot of experiments and theoretical studies on the overall performance and durability of concrete beams reinforced by FRP. But their studies mostly focused on the FRP such as CFRP and GFRP,there was little ex...
DURABILITY OF BASALT FIBER SHEETS UNDER WET-DRY CYCLING IN SEAWATER
Yang Yongxin, Chen Wei, Ma Mingshan
2010, 40(4): 5-8,26. doi: 10.13204/j.gyjz201004002
Abstract:
In order to investigate the law of properties' change for BFRP sheet under the condition of wet-dry cycling seawater,ageing tests were done for a total of 90 specimens impregnated by two different resins under the conditions of 3.5 times and 5 times ...
EXPERIMENTAL STUDY ON DURABILITY OF BFRP SHEETS UNDER SALT FOG CORROSION ENVIRONMENT
Hu Haitao, Wang Xibin, Yang Yongxin
2010, 40(4): 9-12. doi: 10.13204/j.gyjz201004003
Abstract:
As a complex material,infused resin is an important part of FRP. So durability of resin and fiber sheets may have straight influence on aging resistant capability of FRP. Two groups of resin and basalt fiber components are put into natural environmen...
DURABILITY OF BASALT FIBER SHEETS UNDER ULTRAVIOLET LIGHT
Gu Xifeng, Yang Yongxin
2010, 40(4): 13-16. doi: 10.13204/j.gyjz201004004
Abstract:
In order to study the durability of BFRP sheets under the conditions of ultraviolet light,ageing tests were done for a total of 70 BFRP sheets specimens impregnated by two different resins under the conditions of protection and without protection. Th...
EXPERIMENTAL INVESTIGATION ON DURABILITY OF BASALT FIBER REINFORCED POLYMER UNDER FREEZE-THAW CYCLE AND SODIUM CHLORIDE SOLUTION
Guo Qi, Pan Jianwu, Wu Gang
2010, 40(4): 17-21,38. doi: 10.13204/j.gyjz201004005
Abstract:
Tension tests were carried out for a total of 39 basalt fiber reinforced polymer (BFRP) sheet specimens subjected to freeze-thaw cycles and freeze-thaw cycles-sodium chloride solution. The law of BFRP composites performance deterioration ,the effects...
EXPERIMENTAL RESEARCH ON ENVIRONMENTAL AGING DURABILITY OF CFRP IN SOUTHEAST REGION
Wang Quanfeng, Wei Chengying, Luo Yi
2010, 40(4): 22-26. doi: 10.13204/j.gyjz201004006
Abstract:
This paper makes an experiment research of mechanical performance of three kinds of CFRP (CS-1+RE-1,CS-1+RE-2,and CB-1) and two resins (RE-1 and RE-2) after three years aging in natural environment of southeast region. It can be inferred from the exp...
THE INFLUENCE OF TEMPERATURE-HUMIDITY CYCLES ON BENDING MECHANICAL BEHAVIOR OF CONCRETE BEAMS STRENGTHENED BY CFRP
Li Weiwen, Yan Zhiliang, Sui Lili, Xing Feng, Cao Zhengliang
2010, 40(4): 27-32. doi: 10.13204/j.gyjz201004007
Abstract:
The temperature-humidity cycle's action is one of major factors,which causing the deterioration of concrete structures,especially in the high temperature-humidity areas of the south of China. In this study,the influence of temperature-humidity cycles...
RESEARCH ON THE DESIGN STRATEGY OF RE-CONSTRUCTED BUILDING IN THE HISTORIC BLOCKS
Xia Jian, Wang Yong
2010, 40(4): 33-38. doi: 10.13204/j.gyjz201004008
Abstract:
Based on the overall and times principle of design of re-constructed buildings in historic blocks,according to the role of the reconstructed buildings in historic blocks,the paper discussed the design elements including architectural patterns,archite...
ARCHITECTURAL DESIGN OF VISITING SPACE IN A FOOD PRODUCTS FACTORY
Ma Xin, Wang Wei
2010, 40(4): 39-41. doi: 10.13204/j.gyjz201004009
Abstract:
It was expounded the design of the visiting space in a food products factory,which ernbodies the importance of a core place displaying corporation image and also disseminating corporation culture. It is expected that more and more architects would pa...
ARCHITECTURAL DESIGN OF THE OFFICE BUILDING FOR CHANGFENG POWER LIMITED COMPANY
Wang Wei, Wei Chunyu, Song Mingxing
2010, 40(4): 42-45. doi: 10.13204/j.gyjz201004010
Abstract:
Response to thetwo-oriented society,this article proposes the goal of building and developing a city group which isenvironment-friendlyandresource conservational. Combining with the actual conditions of the project design,taking the advantage of thee...
ANALYSES OF THE DYNAMIC RESPONSES OF THE THIN-WALLED SHELL UNDER EXTERNAL IMPACT
Zhang Yi, Chen Li, Li Jie, Li Yingchun
2010, 40(4): 46-50,83. doi: 10.13204/j.gyjz201004011
Abstract:
With the development of the modern industry,abundant new type and high strength thin-walled shell structures were applied in most fields of military and civilized industry,therefore,it is necessary to enrich and perfect the theory for the calculation...
PERFORMANCE-BASED SEISMIC DESIGN METHOD OF MILL BUILDING FOR CONVENTIONAL ISLAND OF NUCLEAR POWER PLANT
Zhang Qin, Zhang Yang, Zhou Xiangqun, Liu Zhong
2010, 40(4): 51-54,150. doi: 10.13204/j.gyjz201004012
Abstract:
The performance-based seismic design is a developing trend of structure seismic design method. It is a revolution of the current seismic design procedures. This paper presents the performance objectives,performance levels,as well as the procedure to ...
NUMERICAL ANALYSIS ON THE DAMPING EFFECT OF STRUCTURE WITH TUNED LIQUID DAMPERS SUBJECTED TO SEISMIC EXCITATIONS
Han Jun, Li Yingmin, Liu Liping, LüHui
2010, 40(4): 55-59,74. doi: 10.13204/j.gyjz201004013
Abstract:
TLD is an efficient passive control device for vibration energy-dissipating,whose rule and analysis design method have received much attention. Actually,the previous researches were mainly relied on?tests and have got fruitful achievements in the dam...
NONLINEAR ANALYSIS OF THE T-SHAPED SHORT-LIMBED SHEAR WALL
Wu Minzhe, Yang Yudong, Ai Bing
2010, 40(4): 60-64. doi: 10.13204/j.gyjz201004014
Abstract:
Four specimens of the T-shaped short-limbed shear wall were tested under low-frequency cyclic?lateral loading. The mechanical properties and failure modes of the T-shaped wall were analyzed based?on the experimental study. Nonlinear finite element an...
EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF THE CELLULAR LAMINATED RUBBER BEARING
Zhao Gengwen, Li Aiqun, Huang Ruixin
2010, 40(4): 65-69,41. doi: 10.13204/j.gyjz201004015
Abstract:
Based on the laminated rubber bearing,the cellular laminated rubber bearing is the rubber bearing with holes. This article focuses on the cellular rubber bearings applied to Beijing Olympic Multifunctional Studio Tower.As a new type of rubber bearing...
AN EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF CONCRETE-FILLED GFRP TUBE COLUMN
Wang Qingxiang, Zhao Pengzhan, Guan Hongbo
2010, 40(4): 70-74. doi: 10.13204/j.gyjz201004016
Abstract:
In order to investigate the seismic behavior of a concrete-filled GFRP (glass fiber reinforced polymer) tube structure,repeat low cycle loading tests are carried out on four concrete-filled GFRP tube columns and one RC column. The failure shape and h...
BEARING CAPACITY ANALYSIS OF THE CONCRETE COLUMNS WITH HIGH STRENGTH CORE UNDER AXIAL COMPRESSION LOAD
Qi Yue, Zheng Wenzhong
2010, 40(4): 75-78. doi: 10.13204/j.gyjz201004017
Abstract:
Based on experimental research on plain concrete columns with high strength core,the formula to predict the bearing capacity of concrete columns with high strength core under axial compression load was brought forward in previous paper,in order to ve...
STUDY ON JOINT LOAD TEST OF METRO SHIELD TUNNELING LINING
Zhou Haiying, Chen Tingguo, Li Lixin
2010, 40(4): 79-83. doi: 10.13204/j.gyjz201004018
Abstract:
Based on load test of joint of shield tunneling lining,joint strength,force and deformation rule,the main influence factors of joint bending stiffness are studied. The results indicate that the segment joint local bearing capacity determines the inte...
STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON
Huang Ting, Fu Shouyin
2010, 40(4): 84-87. doi: 10.13204/j.gyjz201004019
Abstract:
According to the field test of caisson and rootstalk caisson under lateral static load,the behaviors of caisson and rootstalk foundation under lateral load are studied. At first,the caisson was loaded by the single cycle load holding method in the te...
CONSOLIDATION BEHAVIOR ANALYSIS OF MULTI-LAYERED SAND DRAINS FOUNDATION WITH VARYING HORIZONTAL PERMEABILITY COEFFICIENT
Guo Biao, Gong Xiaonan, Lu Mengmeng, Li Ying
2010, 40(4): 88-95. doi: 10.13204/j.gyjz201004020
Abstract:
The consolidation of multi-layered sand drains foundation under single-drainage condition and doubledrainage condition was analyzed. Three types of variation patterns of the horizontal permeability of soil in the smear zone were considered,including ...
EXPERIMENTAL STUDY ON TREATMENT OF THICK GRAVEL SOIL FOR MARINE RECLAMATION LAND USING DYNAMIC COMPACTION OF 18000 kN·m
Zhan Jinlin, Shui Weihou, He Lijun, Cheng Xiaocheng
2010, 40(4): 96-99. doi: 10.13204/j.gyjz201004021
Abstract:
A comparative test of foundation treatment using dynamic compaction of 18 000 kNm was carried out for the land backfill area and sea backfill area of a marine reclamation land in Guangdong Province. The geological conditions and design parameters wer...
EXPERIMENTAL RESEARCH AND BEARING CAPACITY ANALYSIS OF AXIALLY COMPRESSIVE REINFORCED CONCRETE-FILLED STEEL TUBE SHORT COLUMN
Shu Ganping, Liu Xiaoying, Miao Wei
2010, 40(4): 100-106,136. doi: 10.13204/j.gyjz201004022
Abstract:
The axially compressive bearing capacity may be further enhanced,together with the plasticity and ductility also be improved by setting steel bars into circular concrete-filled steel tube column. Based on the limit equilibrium theory of concrete-fill...
EXPERIMENTAL STUDY ON STATIC BEHAVIOR OF OVERLAPPED CHS KT-JOINTS
Zhao Xianzhong, Chen Yu, Chen Yiyi, Xu Xiangbin, Xu Lixin
2010, 40(4): 107-111,99. doi: 10.13204/j.gyjz201004023
Abstract:
To investigate how the welding situations of hidden seam and the loading hierarchy reversal of braces affect the structural performance of unstiffened overlapped circular hollow steel (CHS) KT-joints,three specimens were tested under monotonic loadin...
DAMAGE THEORY-BASED INTERFACIAL DAMAGE ANALYSIS OF SHAPED STEEL AND CONCRETE
Wang Bin, Zheng Shansuo, Li Lei
2010, 40(4): 112-116,120. doi: 10.13204/j.gyjz201004024
Abstract:
The damage constitutive law of concrete,which can better describe the mechanical characteristics of concrete,is introduced according to the continuum damage mechanics theory. Meanwhile,the damage constitutive law of steel is established by taking acc...
APPLICATION OF LIGHT STEEL STRUCTURE IN INDUSTRIAL PLANTS OF LARGE COLUMN NET
Wang Weijun, Sun Lianhong, Wang Yige
2010, 40(4): 117-120. doi: 10.13204/j.gyjz201004025
Abstract:
In this paper,combining engineering design practice,light steel structure used in industrial plants of great column spacing grid is introduced through the aspects of design optimization and innovation from mechanical modeling,column foot shear keys s...
CALCULATION OF THE FLEXURAL CAPACITY OF R.C BEAMS STRENGTHENED WITH PRESTRESSED CFRP UNDER SUSTAINING LOAD AND ANALYSIS OF THE INFLUENTIAL FACTORS
Xiong Xueyu, Fan Xinhai
2010, 40(4): 121-125. doi: 10.13204/j.gyjz201004026
Abstract:
The concrete members strengthened with prestressed CFRP is an effective method. Through the theoretical analysis and summary of flexural failure of reinforce concrete beams strengthened with prestressed CFRP under sustaining load,the simplified calcu...
EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOUR OF TIMBER BEAMS REINFORCED WITH BFRP SHEETS
Wang Quanfeng, Li Fei, Chen Haojun, Huang Yihui, Yang Yongxin, Xu Yuye
2010, 40(4): 126-130. doi: 10.13204/j.gyjz201004027
Abstract:
BFRP sheet is a new type of complex material with outstanding performance. According to the static tests of 12 rectangular timber beams strengthened with basalt fiber reinforced polymer(BFRP) sheets,it is analyzed that the performance indexes such as...
RESEARCH ON RC BEAMS COMBINATION STRENGTHENED WITH CARBON FIBER REINFORCED POLYMER AND STEEL PLATES UNDER SUSTAINING LOAD
Xiong Xueyu, Xu Haifeng
2010, 40(4): 131-136. doi: 10.13204/j.gyjz201004028
Abstract:
Combination strengthening RC beams with CFRP and steel plates is a new method. Through the test of one reference beam and six strengthened beams,it is indicated that the flexural capacity and ductility of combination strengthened beams are superior t...
ANALYSIS OF ASEISMIC DESIGN OF A TWO-TOWER SIAMESED STRUCTURE
Geng Cuizhen, Liu Zhonghua
2010, 40(4): 137-141. doi: 10.13204/j.gyjz201004029
Abstract:
In this paper,a siamesed structure with two-tower is analyzed. Structure plan of the library is optimized.Based on the computation result of some structure programs,several models of structure are analyzed under minor seisms. Pushover analysis is use...
THE INFLUENCE OF MIES'S ARCHITECTURAL AESTHETICS ON CONTEMPORARY OLD BUILDING RENEWAL FIELD
He Yaoxuan
2010, 40(4): 142-146. doi: 10.13204/j.gyjz201004030
Abstract:
This issue mainly discuss the relation between contemporary old building renewal field and Mies's Architectural aesthetics. At first,demonstrate the influence of Mies's architectural aesthetics on old building renewal field by a historical analysis o...
THE ANALYSIS OF THE COLOR OF HUIZHOU TRADITIONAL CIVIL RESIDENCE
Liu Renyi, Zhang Jinghua
2010, 40(4): 147-150. doi: 10.13204/j.gyjz201004031
Abstract:
According to the informative investigation,the paper tries to analyze and summarize of the color of Huizhou civil residence from outside to inside. It wants to sum up the fundamental causes and changes of the color,displaying the unique artistic effe...