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

2012 Vol. 42, No. 3

Display Method:
RULE OF ELASTO-PLASTIC TORSIONAL RESPONSE OF THE ECCENTRIC FRAME-SHEAR WALL STRUCTURE UNDER EARTHQUAKE ACTION
Han Jun, Li Yingmin, Pan Yi, Chen Weixian
2012, 42(3): 1-6,11. doi: 10.13204/j.gyjz201203001
Abstract:
In order to investigate the rule of elasto-plastic torsional response of the eccentric frame-shear wall structure under earthquake action,a group of fine finite element models of actual frame-shear wall structure designed according to China code with...
INFLUENCE OF STRAIN RATE ON EARTHQUAKE RESISTANCE EFFECT OF REINFORCED CONCRETE SHEAR WALL
Song Yupu, Zhang Xiaoli
2012, 42(3): 7-11,6. doi: 10.13204/j.gyjz201203002
Abstract:
The response of RC(reinforced concrete)shear wall with different shear span ratios and axial compression ratios under quasi-static load and dynamic load with high strain rate is studied using finite element software ABAQUS.Then the results are compar...
EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF RC BOX PIERS
Fang Zhi, Wang Fei, Yin Xinfeng, Wang Cheng
2012, 42(3): 12-19. doi: 10.13204/j.gyjz201203003
Abstract:
Six RC box piers samples were designed and studied under the constant the axial force and reversed horizontal load.The effect of the reversed horizontal load direction and the stirrup ratio on the seismic performance of RC box pier was studied.Such s...
ANALYSIS OF ASEISMIC BEHAVIOR OF MASONRY-INFILLED RC FRAME STRUCTURES
Zhu He, Zhu Yong, Cai Qibiao, Jiang Hui
2012, 42(3): 20-24,63. doi: 10.13204/j.gyjz201203004
Abstract:
According to the Wenchuan Earthquake and the seismic resistance of an infilled frame under strong earthquakes,the main reasons for earthquakes damage to infilled frame structures are analyzed.Infilled wall is simplified into equivalent double compres...
EARTHQUAKE-INDUCED COLLAPSE PREVENTION CAPACITY OF BRICK MASONRY STRUCTURES CONFINED WITH TIE COLUMNS AND TIE BEAMS
Wu Yuntian, Li Yingmin, Liu Liping, Yang Pu
2012, 42(3): 25-32,171. doi: 10.13204/j.gyjz201203005
Abstract:
Lessons learned from the Wenchuan Earthquake on May 12,2008 indicate that in addition to possessing sufficient collapse prevention capacity,the brick masonry structures should be able to collapse in such a reasonable pattern that the collapses of dif...
SEISMIC ISOLATION CONTROL OF LATTICE GRID ROOF WITH SUBSTRUCTURE USING FRICTION PENDULUM SYSTEM
Zhuang Peng, Xue Suduo, Song Feida
2012, 42(3): 33-38,48. doi: 10.13204/j.gyjz201203006
Abstract:
Friction pendulum system(FPS)is a type of seismic isolator with spherical sliding surface that is intended for protecting large engineering structures from damages of earthquake.In recent years,large space buildings have been developed significantly....
ANALYSIS OF STRESS AND DEFORMATION OF LAMINATED RUBBER BEARING CONNECTED WITH THE RC COLUMNS UNDER EARTHQUAKE
Du Yongfeng, Wu Zhongtie, Fan Pingping
2012, 42(3): 39-42,132. doi: 10.13204/j.gyjz201203007
Abstract:
Recently,the serial isolation system,i.e.the laminated rubber bearing is on the top of RC columns the basement,is widely applied in the base isolation building,it helps to underground space utilization.However,in the earthquake,the performance of lam...
STUDY ON THE HUMANIZATION DESIGN OF INDUSTRIAL BUILDING
Liu Naifang, Zhang Nan, Wang Yingzi
2012, 42(3): 49-51. doi: 10.13204/j.gyjz201203009
Abstract:
The humanization design of an industrial building focuses on a person-centered rather than object-centered.First,it is analyzed the deficiencies of the object-centered design,second analyzes the strategy of the humanization design of an industrial bu...
DISCUSSION ON PROTECTION OF INDUSTRIAL HERITAGE IN CHINA BASED ON CREATIVE PARKS IN SHANGHAI
Guo Ru
2012, 42(3): 52-55,75. doi: 10.13204/j.gyjz201203010
Abstract:
Industrial heritage is an important part of urban cultural heritages,which has historic,cultural,scientific technical,aesthetic and ecological value.In the paper,the actual problems of creative industrial parks in Shanghai are analyzed.On the base of...
RESUSCITATION OF THE HEART OF CITY:RENOVATION OF LES HALLES,PARIS
Wang Xixi, Chen Xingzhu
2012, 42(3): 56-59. doi: 10.13204/j.gyjz201203011
Abstract:
As the center of culture,economic,transport of Paris,the buildings and public gardens of Les Halles,which were built in 1970s,have been unable to adapt to urban development and the pressures arising from population growth.In 2004,an international com...
AN TECHNICAL ANALYSIS OF OLD BUILDING RENOVATION
Liu Yinhui
2012, 42(3): 60-63,24. doi: 10.13204/j.gyjz201203012
Abstract:
Science and technology have become the main factor of social development,and the technical representation has also become the primary means of architectural creation.But the practice of the old building renevation is different from that of a new cons...
GREEN DESIGN STRATEGIES OF TIANJIN TOWNSHIP INDUSTRIAL BUILDINGS
Hu Qiguang, Tang Hao, Liang Xueying
2012, 42(3): 64-67,70. doi: 10.13204/j.gyjz201203013
Abstract:
It was analyzed the gap between Tianjin township industrial buildings and green building rating standards,and was also proposed the idea of implementing green building design of Tianjin township industrial buildings;and it was put forward the green d...
EXPLORATION OF DEVELOPMENT MODEL OF URBAN AND RURAL ECOLOGICAL ARCHITECTURES
Li Wei, Fei Kai, Zhen Lanping, Huang Xiaozhen
2012, 42(3): 68-70,67. doi: 10.13204/j.gyjz201203014
Abstract:
The model of ecological construction development is one of the main ways which coordinates deepening contradictions between economic development and ecological environment.The actual state of related research subjects both at home and abroad is analy...
EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED PRESTRESSED CFRP TENDONS
Xu Ping, Zeng Xiantao, Ding Yahong, Wang Xingguo
2012, 42(3): 71-75,55. doi: 10.13204/j.gyjz201203015
Abstract:
In order to make full use of the high-strength performance of CFRP tendons,the different prestress was applied to 7 mm diameter CFRP tendons put on to 20 mm20 mm grooves opened on the concrete surface of the tensile region of concrete beams.Flexural ...
EXPERIMENTAL STUDY ON BENDING BEHAVIOR OF FRP STRENGTHENED RC BEAMS IN XINJIANG NATURAL CONDITIONS
He Yuanye, Liu Qing, Wang Kexin
2012, 42(3): 76-79,112. doi: 10.13204/j.gyjz201203016
Abstract:
It was studied the influence of Turpan natural environment on bending behavior of FRP strengthened RC beams.Eight pieces of experimental beams were made,4 beams for indoor test;the others placed outdoor,after 1 881 d natural aging,bending test was do...
DEEP EXCAVATION MULTI-POINT DISPLACEMENT MONITORING MODEL AND DETERMINATION OF RBF CENTER BY FCM
Huang Ming, Liu Jun
2012, 42(3): 80-83,158. doi: 10.13204/j.gyjz201203017
Abstract:
To establish reasonable deep excavation multi-point displacement monitoring model,radial basis function artificial neural network(RBF)was taken as frame.Its input layer came from displacement mechanical theory,and output layer was formed by interrela...
STUDY ON THE MECHANISM CHARACTERISTICS OF PILE-SOIL INTERFACE BASE ON DIGITAL IMAGE METHOD
Chen Yadong, Wang Xudong, Cai Jiangdong
2012, 42(3): 84-87,137. doi: 10.13204/j.gyjz201203018
Abstract:
Mechanical behavior of pile-soil interface is an important project in the research field of pile-soil interaction.Using the digital image correlation method,the model tests of pile-soil interface mechanism characteristics were carried out in dense sa...
THE IMPACT DRILLING EFFECT ON THE SURROUNDING BUILDINGS
Jiang Feng, Fang Jia, Chen Ziyi, Wang Yu, Zhang Bo
2012, 42(3): 88-92,116. doi: 10.13204/j.gyjz201203019
Abstract:
The vibration of impact drilling was tested to evaluate the impact on surrounding buildings.The main test items included: acceleration on ground surface,acceleration in deep layers,and soil layer deposition.The vibration attenuation rules,wave propag...
THE SETTLEMENT RATE STANDARD FOR EQUAL PRELOADING BASED ON HYPERBOLIC FITTING METHOD
Yang Tao, Yan Yieqiang, Li Guowei
2012, 42(3): 93-96. doi: 10.13204/j.gyjz201203020
Abstract:
Based on hyperbolic fitting method,two equations describing the relationship between the settlement rate and the residual settlement,and that between the residual settlement and the post-construction settlement,were established.The settlement rate st...
DESIGN AND ANALYSIS ON THE PRESTRESSED TIE ROD FOUNDATION OF LONG-SPAN SPATIAL ARCH STRUCTURE
Xiong Xueyu, Wang Yi, Liu Chun
2012, 42(3): 97-101,142. doi: 10.13204/j.gyjz201203021
Abstract:
This subject studies a simplified design method of the long-span spatial arch structure.The internal force analysis models of the most common form-prestressed tie rod are established and a systemic design theory about the long-span spatial arch space...
EXPERIMENTAL RESEARCH ON TENSILE PERFORMANCE OF STRAIN HARDENING CEMENTITIOUS COMPOSITES(SHCC)
Hu Chunhong, Zhao Tiejun, Rong Tao
2012, 42(3): 102-106. doi: 10.13204/j.gyjz201203022
Abstract:
Strain hardening cementitious composites(SHCC) varied with mix proportion were preparated with common engineering material in this area,experimental research on tensile performance of dumbbell specimens was carried out by using uniaxial tensile test ...
THE SIZE EFFECTS OF DIFFERENT STEEL FIBER REINFORCED CONCRETE SPECIMENS UNDER THE DIFFERENT SOLUTION ENVIRONMENTS
Fan Xiangqian, Hu Shaowei, Zhu Haitang
2012, 42(3): 107-112,79. doi: 10.13204/j.gyjz201203023
Abstract:
By testing flexural strength and compressive strength of different size samples during the corrosion age,it was studied the size effect values among steel fiber reinforced concrete samples with different size.According to the calculation method by de...
STEEL STRUCTURE INSTALLATION TECHNOLOGY OF HIGH INDUSTRIAL PLANT
Shen Chunhua, Hu Hongliang
2012, 42(3): 113-116,92. doi: 10.13204/j.gyjz201203024
Abstract:
The scheme of manufacturing and handing by sections,and high altitude splicing in field was used for a project of the ultra high industrial plant.It was introduced the splicing of columns,support installation and erection of steel beams,and it was ex...
THE STRUCTURAL DESIGN OF SHOUGUANG STADIUM
Zhang Xiaoguang, Chao Si, Huang Tao Shao, Xiaojian
2012, 42(3): 117-122,167. doi: 10.13204/j.gyjz201203025
Abstract:
The Shouguang Stadium is a long-span cable-suspended space structure.The inner of roof is suspended by cable from the mast,and the outer of the roof is placed on the concrete column of the stands.The roof is a joint-and-girder space truss system.It w...
STRUCTURE DESIGN OF WENCHUAN GYMNASIUM
Zhang Liping, Luo Chiyu, Liu Yufeng
2012, 42(3): 123-127,146. doi: 10.13204/j.gyjz201203026
Abstract:
According to unique architectural style of Wenchuan Gymnasium,it is introduced that the concrete frame,space grid structure of the roof and elliptic cylinder shell,which are applied to achieve the architectural style.It is mainly introduced that char...
EXPERIMENTAL RESEARCH ON STEEL-WORKSHOP COLUMN WITH WEB OPENING
Huang Dan, Hou Lei, Cai Jian
2012, 42(3): 128-132,42. doi: 10.13204/j.gyjz201203027
Abstract:
Experiment on three 1∶5 specimens of the plant column with web opening subjected to eccentric loading is carried out to study the failure mode,the strain,deformation and bearing capacity.The experimental results exhibit that the capacity and the defo...
EXPERIMENTAL STUDY ON THE BEHAVIOR OF THE CONNECTION JOINT BETWEEN THE STEEL ROOF AND THE CONCRETE STRUCTURE
Wei Wenhui, Gu Shangling, Chen Jun, Chen Kai
2012, 42(3): 133-137,87. doi: 10.13204/j.gyjz201203028
Abstract:
The mechanical behavior and horizontal bearing capacity of the connection joint between steel roof and reinforced concrete structure under earthquake were investigated.According to the experimental studies on three 1/2 scaled models of the real conne...
COMPARISON AND ANALYSIS OF CABLE AND ROD IN THE LONG-SPAN SPACE STRUCTURE
Xiong Xueyu, Yang Jingping
2012, 42(3): 138-142,101. doi: 10.13204/j.gyjz201203029
Abstract:
At present,pre-stressed cable structure and pre-stressed rod structure are two important structures which have been widely used in long-span structures.So it is an important issue to select right form of structure in actual project,if the wrong struc...
DESIGN FOR STEEL-CONCRETE COMPOSITE FREE-STANDING CHIMNEY
Li Xiaorun, Yang Chunfeng, Li Weinan, Wu Changdong
2012, 42(3): 143-146,127. doi: 10.13204/j.gyjz201203030
Abstract:
A 120 m high chimney structure design is elaborated,which is located at a power plant in Longkou City,Shandong Province.Through the comparative analysis,a type of super elevation steel-concrete composite chimney is presented.It is expounded how to co...
SCHEME COMPARISON AND SELECTION OF BONDING STEEL AND CFRP CONCRETE FRAME JOINT CONTINUED PROJECTS
Li Kaiwen
2012, 42(3): 147-153,163. doi: 10.13204/j.gyjz201203031
Abstract:
In this thesis,some simple analytical FEA(finite element analysis) models are developed and utilized to determine the shear strain and seismic capacity of the frame joints of continued projects strengthened by two different methods,bonding steel and ...
ANALYSIS AND REINFORCING TREATMENT OF A FLOATING UNDERGROUND GARAGE
Wang Haidong, Zhou Liang, Zeng Yulin, Zhang Shiru
2012, 42(3): 154-158,83. doi: 10.13204/j.gyjz201203032
Abstract:
In this paper,a floating underground garage,which connects with two multi rise residential buildings,was researched because concrete cracks or crushes occurred on the main members.Through monitoring and investigation on site,the reasons which caused ...
SEISMIC DESIGN AND ANALYSIS ON A HIGH BUILDING WITH MANY ITEMS EXCEEDING CODE LIMIT
Fang Shisheng, Wang Wei, Fang Fei, Wang Sihong, Xu Fengzhi
2012, 42(3): 159-163,153. doi: 10.13204/j.gyjz201203033
Abstract:
Chizhou Zhongxiang International Hotel is a special irregular and complex high-rise structure,modal response spectrum method and time-history analysis method are used to do elastic static analysis,the limit indicators are under control through optimi...
STUDY OF SCHEME OF ADDING PILE TO PROJECT OF THE PICTURE AND TEXT CENTRE
Shi Yuxi
2012, 42(3): 164-167,122. doi: 10.13204/j.gyjz201203034
Abstract:
During the construction process of photo and text center project,to make up the pile is needed,because the space has been excavated,a large height difference exists inside and outside and no retreat from the field,therefore the original static play e...
STUDY ON DESIGN OF ENTRANCE SPACE OF THE HIGH-RISE RESIDENCE OF SLAB BUILDING
Wu Mengxi, Feng Xiaoxue
2012, 42(3): 168-171. doi: 10.13204/j.gyjz201203035
Abstract:
With the swift development of the national economy,the housing comfortableness needed by people and humanization request are also getting higher and higher.Lots of researches on design of dwelling size and facade etc have been conducted by experts an...