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. 7

Display Method:
RESEARCH ON DRIVING FORCE OF INDUSTRIAL HERITAGE DEVELOPMENT
Gao Xiangguan, Chang jiang
2013, 43(7): 1-4,17. doi: 10.13204/j.gyjz201307001
Abstract:
On condition of developing industrial heritage, it was studied the driving force of industrial heritage development, purpose is to development the influence factors of the driving force and the effect mechanism.This paper reviewed the change in the c...
THE DIMENSIONALITY ANALYSIS OF CULTURAL EXPRESSION OF THE CONTEMPORARY WESTERN INDUSTRIAL SITES LANDSCAPE DESIGN
Li Tongyu, Zou Guangtian
2013, 43(7): 5-8. doi: 10.13204/j.gyjz201307002
Abstract:
It was summarized the landscape shaping strategy and artistic treatment in landscape methods under different cultural dimensions, by analyzing the inner cultural expression level of the contemporary western industrial sites landscape design.Thereby, ...
THOUGHTS OF CHINA'S INDUSTRIAL HERITAGE CONSERVATION AND REUSE
Xie Dixiang, Deng Yawen, Zhu Xuemei
2013, 43(7): 9-12. doi: 10.13204/j.gyjz201307003
Abstract:
In China, the industrial heritage conservation and adaptive reuse are the new topic of urban regeneration and protection of cultural heritage.Based on the theoretical research and the analysis of practice.But also exists in the understanding of devia...
THE PROTECTION OF INDUSTRIAL HERITAGE AND CULTURAL AND HISTORICAL CITY IN HENAN PROVINCE
Guo Xuan, Guo Xiaolan, Sun Ying
2013, 43(7): 13-17. doi: 10.13204/j.gyjz201307004
Abstract:
Henan Province locates center of china, which is a very important place competed by the past dynasties regime and military strategist in ancient time.The replacement of dynasties has left behind rich heritages to Henan which had made big achievement ...
THE PROTECTION AND RENEWAL OF INDUSTRIAL BUILDING HERITAGES UNDER THE FRAME OF HISTORICAL CULTURAL CITY OF LUOYANG
Sun Yan, Qiao Feng
2013, 43(7): 18-22. doi: 10.13204/j.gyjz201307005
Abstract:
Luoyang is a famous historical cultural city in China, and it's also one of the most important old industrial bases of China.The numerous industrial building heritages in the city are the historica1 witness of Luoyang industrial development.It was ex...
REJUVENATION PLAN OF 1895 INDUSTRIAL HERITAGE OF TANGZHA IN NANTONG
Zhang Yu
2013, 43(7): 23-25,8. doi: 10.13204/j.gyjz201307006
Abstract:
Based upon regional features of Tangzha 1895 industrial heritage, it was proposed the purpose and developing concept or tactics for rejuvenation plan.In the predication of conserving historic space pattern, by integrating resource factors and establi...
STATISTICAL ANALYSIS OF TIANJIN INDUSTRIAL LEGACY AND RESEARCH ON UPDATE
Tian Yong, Zhang Changrui, Wen Quan
2013, 43(7): 26-28. doi: 10.13204/j.gyjz201307007
Abstract:
As a China's old industrial base, Tianjin has a large number of industrial heritages.Today the ancient city district is in the process of new development.The continuous development of service industry and sci-tech small-and medium-sized enterprises p...
DISCUSSION ON THE CULTURAL RENEWAL OF THE SMALL INDUSTRIAL PLANTS
Hong Genwei, Liu Zhiqiang
2013, 43(7): 33-36. doi: 10.13204/j.gyjz201307009
Abstract:
The paper analyzes the historical, location and environmental, place and value characteristics of the small industrial plants in Suzhou, researched that the renewal model of these plants now is unitary and focuses on the cultural production, but the ...
AN EXPERIMENTAL STUDY ON PRESTRESSED TRANSIMISSION LENGTH FOR PRESTRESSED HELICAL RIBBED BAR
Chen Meng, Fu Ruijia, Wang Baochao, Liu Lixin
2013, 43(7): 39-42. doi: 10.13204/j.gyjz201307010
Abstract:
The helical ribbed bar is named HR bar.By 20 prestressed transmission length tests of prestressed HR bar, the effect of the main factors(effective prestress of HR bar, concrete tensile strength, diameter of HR bar and stirrup ratio) on prestressed tr...
EFFECTS OF SEISMIC WAVE INPUT ANGLES ON NONLINEAR RESPONSE CHARACTERISTICS OF SPATIAL FRAMES
Yang Hong, Yang Xiaoyi, Huang Hao
2013, 43(7): 43-51. doi: 10.13204/j.gyjz201307011
Abstract:
In the nonlinear responses analysis of reinforced concrete structures, seismic wave input angles are usually simplified as paralleling to the principal axis of structures, and the problem of critical excitation angle is generally ignored.In this pape...
STUDY ON THE EFFECTS OF PARAMETERS OF ENERGY DISSIPATION DAMPER ON ITS DAMPING PERFORMANCE
Peng Zejing, Zhang Xun’an, Lian Yeda, Dong Xiaofeng
2013, 43(7): 52-56. doi: 10.13204/j.gyjz201307012
Abstract:
According to the effects of parameters of energy dissipation damper on its damping performance, the link element in SAP 2000 was used to simulate the energy dissipation damper, Wen model unit was used for friction damper, and Maxwell model unit was u...
DESIGN AND EXPERIMENTAL STUDY ON METAL PIPELINE STRENGTHENED BY FIBER REINFORCED POLYMERS
Jia Bin, Zhang Zhiwei, Chen Xiaoqiang
2013, 43(7): 57-60,51. doi: 10.13204/j.gyjz201307013
Abstract:
This paper presents the results of experimental mechanical properties of metal pipeline strengthened by fiber reinforced polymers subjected to hydrostatic pressure.These metal pipelines were wrapped with different layers of CFRP sheets.The results sh...
ANALYSIS OF MINERAL COMPOSITION IMPACT ON SOFT SOIL'S STRENGTH PROPERTIES
Zhou Hui
2013, 43(7): 61-64. doi: 10.13204/j.gyjz201307014
Abstract:
The mineral composition of the PRD's soft clay was analyzed quantitatively by using the X-ray diffraction method, and the total specific surface area of artificial soil samples and natural soil samples was tested by EGME method for studying the influ...
INFLUENCE OF CaCl2 ON STRUCTURAL PROPERTY OF COLLAPSIBLE LOESS IN NINGXIA
Cui Zizhi, Zhang Qun, Wang Xiaoyun
2013, 43(7): 65-67,75. doi: 10.13204/j.gyjz201307015
Abstract:
For the loess widely distributed in Ningxia, high salt content, strong structure, and other problems of loess foundation are becoming outstanding day by day.Taking dry density, moisture content, salt content as factors, orthogonal test scheme L9(34) ...
DYNAMIC CHARACTERISTICS OF THE CLAY CORE MATERIAL FOR EARTH AND ROCKFILL DAMS
Zhang Pei, Zhu Han, Zhao Ke, Huang Bin
2013, 43(7): 68-71. doi: 10.13204/j.gyjz201307016
Abstract:
Based on the actual situation of engineering, the clay core impervious material of the soil core wall rock fill dam was studied, the influences of different confining stresses considered.Through dynamic triaxial test, dynamic characteristics of the c...
EXPERIMENTAL RESEARCH ON ASEISMIC BEHAVIOR OF PRESTRESSED HIGH STRENGTH CONCRETE PIPE PILES
Rong Xian, Xu Xiaozhe, Li Yanyan
2013, 43(7): 72-75. doi: 10.13204/j.gyjz201307017
Abstract:
Four PHC pipe piles were tested on a seismic performance under low cyclic loading.The influence of pile core and configurating non-prestressed reinforcement on the failure characteristic, hysteretic performance, skeleton curve, ductility performance,...
EVALUATION OF THREE ELASTO-PLASTIC CONSTITUTIVE MODELS BY NUMERICAL MODELING OF SOIL EMBANKMENTS
Liu Xinghua, Zhang Biao, Yang Song, Gao Yanbin
2013, 43(7): 76-79,85. doi: 10.13204/j.gyjz201307018
Abstract:
Through the finite element analysis of an imaginary embankment under fast loading, in order to examine the difference of consolidation deformation results predicted by the three plastic-models(MCC, 3DMCC, and ANIS-MCC).The research results showed tha...
ORTHOGONAL TEST RESEARCH ON COMPRESSIVE STRENGTH SIZE EFFECT OF ENGINEERED CEMENTITIOUS COMPISITES
Deng Mingke, Chang Yuntao, Liang Xingwen, Wang Jing
2013, 43(7): 80-85. doi: 10.13204/j.gyjz201307019
Abstract:
Engineered cementitious composite(ECC) can significantly improve the seismic performance and durability of concrete structures, which has pseudo strain hardening and multiple cracking performances.Through 32 groups of 192 specimens for doing orthogon...
STUDY ON CONCRETE DURABILITY OF DIFFERENCE STRUCTURAL REGIONS UNDER MARINE ENVIRONMENT
Zhao Hui, Zhang Yamei, Ming Jing
2013, 43(7): 86-90,64. doi: 10.13204/j.gyjz201307020
Abstract:
In order to study the damage characteristics and deterioration mechanism of concrete in difference structural regions, the appearance, mechanical properties, carbonation depth, distribution of free chloride content, apparent chloride ion diffusion co...
EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CIRCULAR TIMBER COLUMNS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP SHEETS UNDER AXIAL COMPRESSION
Chun Qing, Zhang Yang, Pan Jianwu
2013, 43(7): 91-95. doi: 10.13204/j.gyjz201307021
Abstract:
Based on the experiment of circular timber columns made of deal and fir strengthened by near-surface mounted CFRP sheets under axial compression, the failure modes, axial bearing capacity, and loading-strain curves were analyzed.The results showed th...
ON-SITE MEASUREMENT AND ANALYSIS OF SUPER HIGH OR LARGE-SPAN FORMWORK SUPPORT WITH FASTENER STEEL TUBE
Zheng Lianqiong, Cai Xuefeng, Zhuang Jinping, Zhou Jizhong, Tuo Mingbei
2013, 43(7): 96-100. doi: 10.13204/j.gyjz201307022
Abstract:
The axial forces of vertical struts of the main beam and the plate bottom for a super high or large-span formwork support was measured on site during the period of casting concrete.The results showed that axial forces of vertical struts increased sig...
STUDY ON HOISTING PROCESS OF SUPER DEEP AND LARGE REINFORCEMENT CAGE FOR DIAPHRAGM WALL
Yang Baozhu, Shao Qiang, Ding Kesheng, Zhang Shuchao, Xu Changling
2013, 43(7): 101-104. doi: 10.13204/j.gyjz201307023
Abstract:
Based on Z1-section of Tianjin cultural centre transport hub, the model of super deep reinforcement cage for diaphragm wall was built by the ABAQUS finite element analysis software and site monitoring method.It was mainly studied one-time hoisting pr...
COMPARATIVE ANANLYSIS OF SHEAR CAPACITY FOR REINFORCED CONCRETE BEAMS
Wang Zheng, Shi Qingxuan
2013, 43(7): 105-109,138. doi: 10.13204/j.gyjz201307024
Abstract:
A comparison of shear capacity calculation method of non-prestressed reinforced concrete beams with stirrups was carried out among GB 50010-2010, ACI318M-08 and EN1992-1-1:2004.The effects of the concrete strength, shear-span ratio, longitudinal rein...
ECONOMIC DEVELOPMENT AND SAFETY OF BUILDING STRUCTURES
Gong Jinxin, Wang Huan
2013, 43(7): 110-114. doi: 10.13204/j.gyjz201307025
Abstract:
The relationship between safety of building structures and economic development was studied.The impact of economic development recently in china on the safety level adjustment for building structures was analyzed.A comparison of economy development a...
APPLICATION RESEARCH ON THE SNOW LOAD VALUE OF THE NEW LOAD CODE IN THE PURLIN DESIGN OF LIGHT-WEIGHT STEEL STRUCTURE WITH PORTAL FRAME
Li Jiaxin, Zhang Yong
2013, 43(7): 115-119. doi: 10.13204/j.gyjz201307026
Abstract:
The roof purlin of a light-weight steel structure with portal frame is a kind of snow load sensitive component.The Load Code for the Design of Building Structures(GB 500092012) has more explicit and detailed provisions for the value of snow load.Thro...
EXPERIMENTAL RESEARCH ON POLYPROPYLENE FIBER MORTAR FILLED STEEL TUBULAR SHORT COLUMNS SUBJECTED TO DYNAMIC LOAD
Sun Changzheng, Ju Chengyu, Zhao Tongfeng
2013, 43(7): 120-124. doi: 10.13204/j.gyjz201307027
Abstract:
A total of 3 concrete filled steel tubular short columns and 6 polypropylene(PP) fiber mortar filled steel tubular short columns were tested under axial compression dynamic load.The influence of the strain rate and diameter thickness ratio on the dyn...
MODEL TEST ON THE ARCH-GIRDER HOLDING REGION OF HALF-THROUGH CONTINUOUS BEAM-ARCH COMBINATION BRIDGE
Zhao Jingang, Zhan Yulin, Zhao Renda, Zhao Xungang
2013, 43(7): 125-129,100. doi: 10.13204/j.gyjz201307028
Abstract:
For the arch-girder holding region of the half-through continuous beam-arch combination bridge, the structure and force are complicated.Investigations of force transmission and stress distribution of the arch-girder consolidation zone were carried ou...
STUDY ON WIND TUNNEL TEST OF LARGE-SPAN SINGLE-LAYER RETICULATED SHELL STRUCTURE
Lin Yongjun, Song Changjiang, Luo Nan, Li Mingshui, Gao Xiujian
2013, 43(7): 130-134. doi: 10.13204/j.gyjz201307029
Abstract:
A station house is a single-layer reticulated shell structure, wind tunnel test results show that the wind in the roof surface localized disturbance and turbulent flow and the formation of convolution vortex, so the roof is subjected mainly to lift t...
COMPARISON OF RELEVANT CHARACTERISTICS OF OPTIMIZED PORTAL FRAME WITH TRADITIONAL DESIGN AND A CHOICE OF SEVERAL REASONABLE DESIGN PARAMETERS
Lin Xiangen
2013, 43(7): 135-138. doi: 10.13204/j.gyjz201307030
Abstract:
It can be known from the comparison of relevant characteristics of the optimized design by penalty function method for a 30 m span tapered portal frame to the design by the conventional method.So as to achieve the ideal value of the design objective ...
DIFFERENTIAL SETTLEMENT ANALYSIS AND FOUNDATION TREATMENT MEASURES OF A TERRACE HOUSE SEATING ON DOUBLE-LAYERED GROUND
Xiao Junhua, Sun Jianping, Zhu Jian
2013, 43(7): 139-144. doi: 10.13204/j.gyjz201307031
Abstract:
A terrace house located on coastal beach of Shandong Province, with waffle-slab raft foundation, is founded on 3.5~5.0 m thick miscellaneous fill treated with dynamic compaction, which is followed by 3.0 thick mucky soil, forming a hard-soft double-l...
ANALYSIS AND DESIGN OF STEEL ROOF STRUCTURE OF STADIUM IN LIDU NEW DISTRICT SPORTS CENTER
Fu Kai, Dai Guoxin, Gao Peijun, Ni Shaoping
2013, 43(7): 145-149. doi: 10.13204/j.gyjz201307032
Abstract:
The combination of skeleton structure and tension membrane structure is adopted in the roof of Lidu New District Sport Center Stadium which comprises two crescent-type spatial structures.The main structure is composed of spatial truss, which consists...
EXPERIMENTAL STUDY ON TWO-SHOT GROUTING FOR WATERPROOF CURTAIN OF MAN-HOLE-PILE IN SATURATED LOOSE SAND LAYER
Chen Ansheng, Chen Ke, Wu Yi
2013, 43(7): 150-154. doi: 10.13204/j.gyjz201307033
Abstract:
Shenzhen Metro line 3 passes through the Guangzhou-Shenzhen railway viaduct so it is necessary to underpin the piled foundation of existing bridge and man-hole-piles are used, the project is in a saturated, loose sand stratum with high permeability a...
DISCUSSION ON OPTIMIZING THE DESIGN PROCESS BASED ON BIM
Zhang Xiaofei
2013, 43(7): 155-158. doi: 10.13204/j.gyjz201307034
Abstract:
The development of BIM in China is still at the primary stage.The scope of application is mainly limited within the design phase, whose purpose is to build a three-dimension model, which is far from what is expected.Based on the present situation, it...