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. 8

Display Method:
FRAMEWORK OF DESIGN THEORY OF WHOLE LIFE-CYCLE PERFORMANCE IN CONCRETE STRUCTURE
Zhong Xiaoping, Jin Weiliang
2013, 43(8): 1-9. doi: 10.13204/j.gyjz201308001
Abstract:
In order to develop the design theory based on performance, from structure performance concept, performance approach, the basic requirement of performance design, the performance system model of structural whole life-cycle performance design was set ...
AN OPTIMIZATION OF SENSITIVITY FACTORS FOR GENERAL DESIGN FORMULA
Qi Fengbo, Yao Jitao
2013, 43(8): 10-14. doi: 10.13204/j.gyjz201308002
Abstract:
General design formula in seismic combination can be obtained by associating combination of actions based on stochastic processes with design value method.It aims at improving flexibility of design.Due to the large variability of seismic action, the ...
A NEW METHOD OF DAMAGE IDENTIFICATION IN STRUCTURE BASED ON DAMAGE FLEXIBILITY CURVATURE MATRIX
Peng Nian, Zhang Yongxing, Chen Jiangong
2013, 43(8): 15-18. doi: 10.13204/j.gyjz201308003
Abstract:
A few damage evaluation indicators based on modal flexibility matrix.These indicators, such as the change in modal flexibility, the rate in modal flexibility and the change in the modal flexibility curvature, were valid to some extent.However, these ...
NEW DAMAGE LOCALIZATION INDICATOR FOR SINGLE-SPAN BEAMS BASED ON CURVATURE
Wang Yilin
2013, 43(8): 19-23. doi: 10.13204/j.gyjz201308004
Abstract:
Most existing damage detection methods based on curvature should investigate the indicator value changes between the intact and damaged state.However, the 'footprint' in the intact state is usually not available for most actual beams.Therefore, a new...
STRUCTURAL DAMAGE ALARMING FOR ANCIENT WOOD FRAME STRUCTURE BASED ON WAVELET PACKET ENERGY SPECTRUM
Wang Xin, Hu Weibing, Han Guangsen
2013, 43(8): 24-28. doi: 10.13204/j.gyjz201308005
Abstract:
The structural performance degradation and the size and location of damage are determined by structural vibration test and wavelet packet energy spectrum, which can be used for the early damage warning of large ancient wood frame architectures.The ac...
COMPARATIVE STUDY ON MODAL PARAMETER IDENTIFICATION TIME DOMAIN METHODS FOR FRAME STRUCTURE
Gan Lin, Li Hailong
2013, 43(8): 29-33,23. doi: 10.13204/j.gyjz201308006
Abstract:
Through a four-story steel frame model experiment under enviromental excitation, the displacement response of each measuring point was recorded, and five time domain methods(the ITD method, STD method, the complex index method, the ERA method and the...
RESEARCH ON THE STOREY DAMAGE MODLE OF RC FRAME STRUCTURE UNDER SEISMIC EXCITATION
Zheng Shansuo, Wang Meng, Hu Yi, Yan Yueheng
2013, 43(8): 34-38. doi: 10.13204/j.gyjz201308007
Abstract:
The structural damage which is caused by seismic excitation is cumulated with the increment of cyclic loading times.Based on the summary and analysis of domestic and overseas research on the storey damage models, the conclusion that the law of the st...
STUDY ON STRUCTURAL DAMAGE IDENTIFICATION BASED ON THE RELATIVE ELEMENT STIFFNESS COEFFICIENT
Du Yongfeng, Li Zhuohang, Li Hui
2013, 43(8): 39-42. doi: 10.13204/j.gyjz201308008
Abstract:
A kind of damage identification method was proposed based on relative element stiffness coefficient.Damage index of structure was defined as the ratio of the variation of relative element stiffness to the undamaged one, relative element stiffness was...
RESEARCH OF THE SEISMIC FRAGILITY OF STRUCTURE BASED ON LINEAR LOGISTIC REGRESSION MODEL
Liu Xiaoxiao, Wu Ziyan, Sun Hongbin, Wang Qiang
2013, 43(8): 43-47,105. doi: 10.13204/j.gyjz201308009
Abstract:
A fragility evaluation methodology for bridge is proposed, based on logistic regression model.The methodology incorporates randomness of structural physical parameters and statistical dependence among response values.Using Monte Carlo simulation and ...
CULTURAL POLICY AND CITY RENEWAL FORM BARCELONA MODEL
Fan Jianhong, Ge Runnan
2013, 43(8): 48-51. doi: 10.13204/j.gyjz201308010
Abstract:
According to the development background and the analysis of city renewal model of Barcelona, it was elaborated the measures of historical city preservation and coastal areas reconstruction, analyzed the significance of city renewal to urban developme...
DECOMPOSITION AND RECONSTRUCTION OF ORDERS RECONSTRUCTION DESIGN OF OLD AND WASTE FACTORY BUILDINGS IN LIANGZHU JADE CULTURAL INDUSTRY PARK
Dong Huijuan, Zhang Hui, Zong Xiaodong
2013, 43(8): 52-54. doi: 10.13204/j.gyjz201308011
Abstract:
In recent years, there have been a lot of different projects, whose tasks are to remould the old plants and turn them into cultural industry parks.Through the design of Liangzhu Jade Cultural Industry Zone, it was put forword the design ideas of keep...
INITIAL STUDY ON INTEGRATION DESIGN OF PHASE CHANGE MATERIALS AND BUILDINGS
LüYajun, Guo Juanli, Gao Hui, Zhang Wen, Wu Weidong
2013, 43(8): 55-58. doi: 10.13204/j.gyjz201308012
Abstract:
Energy-saving of buildings can be achieved by the energy storage of phase change material, but the technology has not been widely used by now.Several design methods are introduced in this paper in order to save energy and get thermal comforts.Using p...
STUDY ON ULTIMATE BOND STRENGTH AND ANCHORAGE LENGTH OF THE REBAR IN THE RECYCLED AGGREGATE CONCRETE
Wang Bo, Bai Guoliang, Wu Shuhai, Feng Xiangdong, Li Jian
2013, 43(8): 59-63,38. doi: 10.13204/j.gyjz201308013
Abstract:
According to the pull out test, this paper analyzed the influence factors which include the recycled aggregate replacement ratio, type of the rebar and strength grade of recycled concrete on ultimate bond strength and gave the formula to calculate th...
EXPERIMENTAL RESEARCH ON THE REINFORCEMENT OF BRICK WALLS WITH X-SHAPED STEEL MESH AND HIGH-STRENGTH MORTAR
He Lieqi, Yang Junjie, Jin Cheng, Qi Xiaokai
2013, 43(8): 64-68,74. doi: 10.13204/j.gyjz201308014
Abstract:
The article introduces a technology of applying X-shaped steel mesh combined with high-strength mortar in the reinforcement of brick walls.Then an experiment was conducted to test the effect after the reinforcement under low-cyclic loading.It analyse...
EXPERIMENTAL STUDY AND ENGINEERING APPLICATION OF BAMBOO ROOF TRUSS
Chen Guo, Xiao Yan
2013, 43(8): 69-74. doi: 10.13204/j.gyjz201308015
Abstract:
Bamboo roof structure has many advantages, such as low cost, fast construction speed, strong and durable use and flexible design, which can be widely used for businesses buildings, school buildings and residential buildings etc.So far, the study of b...
PRIMARY EXPERIMENTAL STUDY ON THE XINJIANG POPLAR TIMER BEAM FLEXURAL BEHAVIOR
Saierjiang Halike, Liu Qing, Liu Yun
2013, 43(8): 75-78,54. doi: 10.13204/j.gyjz201308016
Abstract:
Xinjiang Poplar is endemic to Xinjiang and is widely used in Xinjiang, but there are less researches on the Xinjiang Poplar.It was studied the flexural behavior of Xinjiang Poplar beam, and the basic mechanical properties, moisture content, tensile s...
RESEARCHES ON DEFORMABILITY OF RC BEAMS STRENGTHENED WITH EXTERNAL CFRP SHEETS CONSIDERING THE CRACK DISTRIBUTION
Lin Xinyan, Zhu Xiaojing, Meng Haiping
2013, 43(8): 79-82,89. doi: 10.13204/j.gyjz201308017
Abstract:
A model consisting of a system of nonlinear differential equations, named block model, was constructed to study the local curvature between two adjacent cracks.Utilizing this model, the deflections at the midspan in 10 RC beams bonded with external C...
EXPERIMENTAL STUDY ON STRUCTURAL PARAMETERS OF FUXIN AEOLIAN SOIL UNDER DYNAMIC LOADS
Zhang Xiangdong, Liu Jiashun, Zhang Zhecheng
2013, 43(8): 83-89. doi: 10.13204/j.gyjz201308018
Abstract:
The cumulated axial strain and vibration number curves were obtained through a series of dynamic triaxial tests under different dynamic stress amplitudes, confining pressures and moisture contents.The dynamic strain of link structural potential param...
EXPERIMENTAL STUDY ON STRENGTH AND CRUSHING BEHAVIOR OF COARSE-GRAINED SOIL
Wang Zihan, Zhou Jian, Zhao Zhenping, Zhang Jiao
2013, 43(8): 90-93,14. doi: 10.13204/j.gyjz201308019
Abstract:
A series of direct shear tests on coarse-grained soil were performed by large multi-function interface shear apparatus.Two sets of comparative shear tests on special sample with particle diameters of 20~50 mm and 10~20 mm were also performed.Then, th...
STUDY ON SEISMIC PERFORMANCE OF THE JOINT OF PRESTRESSED CONCRETE PIPE PILES
Rong Xian, Li Pengfei
2013, 43(8): 94-97. doi: 10.13204/j.gyjz201308020
Abstract:
Prestressed concrete pipe pile is applied widely.Pipe pile and pile cap joints are structural weaknesses that can easily break under a earthquake, thus resulting in serious consequences.By changing the connection form of a pipe pile and pile cap, and...
DISSCUSSION ABOUT VIBRATION COMPUTATION OF SPACE FRAME FOUNDATION REGARDED AS PLANE FRAME FOUNDATION
Wang Xikang, Yang Yu, Wang Yuhong
2013, 43(8): 98-100,18. doi: 10.13204/j.gyjz201308021
Abstract:
It was shown by computing that the computation model of space frame foundation under a machine at a range of 1 000~3 000 r/min, which was a simplified plane frame foundation would result in a great error.Therefore, it was suggested that simplified pl...
EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF HYBRID FIBERS REINFORCED SHOTCRETE
Yang Jianhui, Li Yanfei, Ding Peng, Zhao Hongbing
2013, 43(8): 101-105. doi: 10.13204/j.gyjz201308022
Abstract:
The experiments of the mixing of macro-synthetic fibers and polypropylene fibers, the mixing of steel fibers and macro-synthetic fibers reinforced shotcrete on the compressive strength and flexural strength were carried out, whose mechanical properti...
STUDY ON FIELD MEASUREMENT OF HIGH-FORMWORK WITH A HEIGHT OF 15 m
Chen Xu
2013, 43(8): 106-108. doi: 10.13204/j.gyjz201308023
Abstract:
High-formwork supports' collapse always occur during the construction process.Through the field investigation and measurement of the supports for 15 m high-formwork, the erection parameters of high-formwork supports were obtained.It was found that th...
STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS
Xue Jianyang, Lin Jianpeng, Ma Hui, Chen Zongping, Cui Weiguang
2013, 43(8): 109-113. doi: 10.13204/j.gyjz201308024
Abstract:
Based on the tests of 9 steel reinforced recycled concrete eccentric compression columns with different recycled coarse aggregate replacement percentages and relative eccentricity under eccentric compression, the failure feature and change rule of la...
NUMERICAL SIMULATION OF SHEAR BEHAVIOR OF STEEL RECYCLED AGGREGATE CONCRETE SHORT COLUMNS BASED ON OPENSEES PROGRAM
Xue Jianyang, Wang Cheng, Ma Hui, Zhou Sheng, Zhang Jie
2013, 43(8): 114-119,137. doi: 10.13204/j.gyjz201308025
Abstract:
In order to study the shear behavior of the steel recycled aggregate concrete short columns and popularize the application of recycled concrete in engineering, the numerical simulations of the shear behavior of 8 steel recycled aggregate concrete sho...
EFFECT OF WELD BETWEEN SIDE-PLATE AND BEAM FLANGE ON THE BRITTLE FRACTURE OF SIDE-PLATE REINFORCED JOINT
Liu Yun, Wang Yan, Song Yongjie, Mao Chengchao
2013, 43(8): 120-124,97. doi: 10.13204/j.gyjz201308026
Abstract:
Taking side-plate reinforced joint as the research object, this study simulated transient welding process for the connecting weld between side-plate and beam flange.Based on above research, the effects of residual stress at the joint of the side plat...
BUCKLING BEHAVIOUR OF SHELLS OF STEPPED WALL CYLINDERS UNDER UNIFORM EXTERNAL PRESSURE
Chen Lei, J.Michael Rotter, Peng Yiliang, Yang Guang
2013, 43(8): 125-132. doi: 10.13204/j.gyjz201308027
Abstract:
The shells of stepped wall cylinders are widely used for cylindrical containment structures, such as vertical-axis tanks and silos.Buckling failures can easily occur on these structures under external pressures when they are empty or partial empty.Th...
ANALYSIS OF VIBRATION EFFECTS OF ELEVATED LIGHT RAIL TRAIN THROUGH SHENZHEN NORTH RAILWAY STATION
Wu Bing, Fu Xueyi, Meng Meili, Zhang Nan
2013, 43(8): 133-137. doi: 10.13204/j.gyjz201308028
Abstract:
To realize the design objective of no transit, the elevated light railway Line 4 and Line 6 go through Shenzhen North Railway Station.The vibration due to light railway acts on the railway station building directly, and the other parts of the station...
REINFORCEMENT AND REPAIR OF THE AUDITORIUM OF TSINGHUA UNIVERSITY
Yang Haiyong, Wang Xiaoxiao, Long Fenjie, Zhang Juan
2013, 43(8): 138-143,132. doi: 10.13204/j.gyjz201308029
Abstract:
The Auditorium of Tsinghua University, built in 1917, is a major historical and cultural site protected at the national level.Before Tsinghua's centennial anniversary in 2011, the auditorium had been comprehensively reinforced and repaired which aims...
STRUCTURAL DESIGN OF ADDING STOREY RETROFIT OF HIGH-RISE STEEL GARAGE
Xie Pan, Huang Xiaoxu
2013, 43(8): 144-149,9. doi: 10.13204/j.gyjz201308030
Abstract:
Adding steel storeys on the top of the original structure is widely used in practice, for the lightness and superior anti-seismic properties.Taking the case of adding storey of high-rise steel garage and retrofit project, it was explained the strain ...
SECURITY ANALYSIS AND STRENGTHENING OF CONCRETE STRUCTURE WITH THROUGH DEFECT IN FRAME COLUMN
Wang Xueyan, Hu Changming, Mei Yuan, Liu Caihong
2013, 43(8): 150-153,169. doi: 10.13204/j.gyjz201308031
Abstract:
The causes of frame column through defect in a project were analyzed, and partial structural model was set up for numerical analysis under different load conditions, so as to determine the influence on inner forces of joining structural member caused...
THE PLANNING AND ARCHITECTURE DESIGN OF INTEGRATED COAL BUNKER OF THE FOURTH HEAT SOURCE PLANT IN TIANJIN BINHAI NEW AREA
Zhu Min, Wen Duan, Zhang Daigang
2013, 43(8): 154-156. doi: 10.13204/j.gyjz201308032
Abstract:
Through introducing the idea of the integration into the design of thermal source plant's coal handling system, so as to design a unique system called integrated coal bunker(ICB), which integrates 20 single buildings of coal handling system in one bu...
SIMULATION ANALYSIS OF THE IMPLEMENTATION STRATEGY OF THE ARCHITECTURE SCHEMATIC DESIGN USING ECOTECT SOFTWARE
Xia Chong, Yuan Haibo
2013, 43(8): 157-160,28. doi: 10.13204/j.gyjz201308033
Abstract:
According to the actual project, using Ecotect Analysis 2010 software, this paper did the architecture physical environment performance-based evaluation from three different aspects of the overall layout, the building monomer and the detailed structu...
STUDY AND DESIGN METHOD OF SUSTAINABLE GARDEN CITY
Xu Ya, Zhang Gejuan, Zhao Ruiqi
2013, 43(8): 161-164,58. doi: 10.13204/j.gyjz201308034
Abstract:
It is always thought that the relationship between nature and architectural environment has been opposed.Architects have already recognized their responsibility for weak ecological environment that had been damaged severely.Ebenezer Howard's Garden C...
DISCUSSION ON THE FUNCTION EXTENSION OF THE CINEMA BUILDING IN THE INFORMATION AGE
Zhuang Lili, Zeng Jian, Hong Zaisheng
2013, 43(8): 165-169. doi: 10.13204/j.gyjz201308035
Abstract:
In information age, information technology has a profound impact on the design of cinema building.Based on some contemporary typical cinemas at home and abroad, it was discussed the layout, the design of humanization space and stylization exterior an...
REVELATION OF 2013 GERMAN STEEL AWARD-WINNING BUILDINGS
Qiao Yaling, Bai Yun
2013, 43(8): 170-172. doi: 10.13204/j.gyjz201308036
Abstract:
It was presented a steel structure building for Bavarian Kings Museum that was rewarded with the awards of German steel structure engineer and German steel structure building in 2013.The building was of innovative design, reasonable structure, low co...
2013, 43(8): 173-180. doi: 10.13204/j.gyjz201308037
Abstract: