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

2011 Vol. 41, No. 2

Display Method:
AN ELEMENTARY ANALYSIS OF INTRAVENOUS INDUSTRIAL PARK AND ITS PLANNING STRATEGY
Li Chengqi, Cui Haofu, Chen Siming
2011, 41(2): 1-6. doi: 10.13204/j.gyjz201102001
Abstract:
The article takes the planning of intravenous industrial park as the research object.By introducing the related concepts of intravenous industry and intravenous industrial park and the low carbon and ecological goal in such park,it is summarized.The ...
DESIGN AND THINKING OF THE STANDARD FACTORY BUILDINGS OF INDUSTRIAL PARK IN SUZHOU
Ye Hong
2011, 41(2): 7-9. doi: 10.13204/j.gyjz201102002
Abstract:
Based on the design of the standard factory buildings in Suzhou,it was put forward some points of standard factorys design.First of all,development direction of an industrial park should be clear and the general layout of the factory park should be s...
GREEN FACTORY DESIGN IN PRATT & WHITNEY’S SHANGHAI ENGINE CENTER
Wu Hongyu, Peng Dong
2011, 41(2): 10-13. doi: 10.13204/j.gyjz201102003
Abstract:
In-depth understanding of the green industrial building is acquired in the process of designing Pratt Whitneys Shanghai Engine Center as well as the LEED-NC platinum accreditation.A green industrial building is the one with less investment,pressing c...
DESIGN OF PRODUCTION BUILDING OF FILM LITHIUM SOLAR CELL FACTORY OF YINGXIN GLASS GROUP CO. LTD,HEIBEI
Zhou Bailing, Zhao Yujie, Ding Guangwei, Zhao Jianping
2011, 41(2): 14-17,23. doi: 10.13204/j.gyjz201102004
Abstract:
An excellent industrial building is not only with right production-process flow,but also concerns lots for its users on aspects of interior and exterior space,and the environment around it.The design for production building of film lithium solar cell...
REUSING OF THE OLD INDUSTRIAL MILL BUILDINGS
Liu Yao
2011, 41(2): 18-20. doi: 10.13204/j.gyjz201102005
Abstract:
This article aimed at case study based on the reuse of old industrial factory buildings.Based on the empirical analysis of this engineering project,the article reflected the prospects of reforming the old workshop building.Meanwhile,it illustrated th...
RENEWAL OF INDUSTRIAL HERITAGE IN URBAN WATERFRONT AREAS:SUSTAINABILITY AND ECOLOGY DESIGN CONCEPTS IN THE REHABILITATION OF DEAL PIER,UK
Zhu Rong
2011, 41(2): 21-23. doi: 10.13204/j.gyjz201102006
Abstract:
As one of the active factors to promote urban vitality and cultural character,industrial heritage in urban waterfront areas plays an important role in urban preservation and urban regeneration.This article made a brief introduction on a rehabilitatio...
CONSERVATION AND ADAPTIVE REUSE OF WATER TOWERS IN OLD INDUSTRIAL BUILDINGS:TRANSFORMATION AND DESIGN OF WATER TOWERS IN RIJSWIJK AND SOEST,THE NETHERLANDS
Cui Chong
2011, 41(2): 24-28. doi: 10.13204/j.gyjz201102007
Abstract:
During the process of urban development and industrial transformation,water towers,the industrial heritage structures seen everywhere,are facing the grim situation of being destructed together with the industrial heritages.In fact,water towers are of...
REFORMING THE FOREIGN WAREHOUSE AT SOUTH RAILWAY STATION IN CHANGSHA
Xu Jianhe, Wang Jun, Yan Jun
2011, 41(2): 29-31,44. doi: 10.13204/j.gyjz201102008
Abstract:
Taking the foreign warehouse at south railway station in Changsha for example,it is analyzed the design by qualitative and quantitative methods.It is also analyzed the site through in-situ investigation,mapping and collecting relevant data.Based on w...
ANALYSES OF VERTICAL EARTHQUAKE RESPONSES OF THE MEGA-BEAM FLOOR IN THE VIBRATION-ABSORPTION STRUCTURE WITH LARGE TUNED MASS RATIO
Lian Yeda, Zhang Xun’an, Wang Zhaoxia
2011, 41(2): 32-34. doi: 10.13204/j.gyjz201102009
Abstract:
Some problems of the vertical earthquake responses of the mega-beam floor in both the vibration-absorption structure with large tuned mass ratio and the common mega frame are discussed based on random vibration theory,and some design advices from pra...
THE EXPERIMENTAL STUDY AND INFLUENCE FACTORS ANALYSIS ON THE STRUCTURAL PERFORMANCE OF THE PRESTRESSED CONCRETE LAMINATED HOLLOW SLABS
Liu Chengcai, Li Jiuhong
2011, 41(2): 35-38. doi: 10.13204/j.gyjz201102010
Abstract:
Through structural performance experimental study and contrastive analysis of 4 single supported prestressed-concrete laminated hollow slabs(170 mm) and 8 single supported prestressed concrete hollow soleplate(120 mm),it was researched anti-cracking,...
STUDY ON SAFE NET DISTANCE AND ROCK STABILITY OF UNSYMMETRICAL PRESSURE LARGE SPAN NEIGHBOURHOOD TUNNEL
Wang Gengfeng, Zhang Yongxing, Xiong Xiaohui, Wang Guilin
2011, 41(2): 39-44. doi: 10.13204/j.gyjz201102011
Abstract:
According to construction of Kuiqi two bores and eight lanes tunnel with super-large section and span,a 3D mathematic model was setup using ANSYS software,it was analyzed the variation of tunnel rocks displacement,equivalent plastic strain and the sa...
ANALYSIS OF EXCESS PORE WATER PRESSURE CAUSED BY CONSTRUCTION OF SINGLE ENHANCEMENT CENTRIFUGAL PIPE
Fu Guihai, Wei Limin, Wang Yonghe, Zhou Hui
2011, 41(2): 45-48,56. doi: 10.13204/j.gyjz201102012
Abstract:
Prestressed concrete pipes construction by hammer can produce high excess pore water pressure in deep soft soils because of violent disturbance and poor permeability of soft soil.Through analyzing the data of excess pore pressure in sites,it was anal...
PULL-OUT MODEL TEST ON TENSION UNDERREAMED ANCHOR
Zhang Huile, Liu Zhong, Zhao Yanfei, Liu Jianguo
2011, 41(2): 49-52. doi: 10.13204/j.gyjz201102013
Abstract:
Four groups pull-out model tests of underreamed ground anchor were done by self-designed anchor drawing device,which was used to research the ultimate bearing capacity about diameter and length of underreamed segment.The test results show that Q-s cu...
STATISTIC ANALYSIS OF EFFECT FOR LOW-MIDDLE ENERGY DYNAMIC COMPACTION IN ELIMINATING COLLAPSIBILITY OF LOESS
Feng Zhiyan, Han Xingzhao, Zheng Xiang
2011, 41(2): 53-56. doi: 10.13204/j.gyjz201102014
Abstract:
Effective reinforced depth and settlement of dynamic compaction are the two major indexes in evaluation of effect of dynamic compaction in collapsible loess,and the main factors influencing the treatment effects are water content,void ratio of soil a...
EXPERIMENTAL INVESTIGATION ON PROPERTIES OF RECYCLED COARSE AGGREGATE UNDER DIFFERENT GRADATION
Sun Zengchang, Wang Ruheng, Gu Song, Jia Bin
2011, 41(2): 57-60. doi: 10.13204/j.gyjz201102015
Abstract:
It was tested the physical and mechanical properties of recycled coarse aggregate under the different gradation,and designed three kind recycled concrete specimens of different maximum particle sizes,and the concluded by analyzing data: Recycled coar...
EXPERIMENTAL STUDY ON BOND-ANCHORAGE OF HOT ROLLED RIBBED BARS OF FINE GRAINS IN CONCRETE
Liu Lixin, Li Dianwen, Chen Meng
2011, 41(2): 61-65. doi: 10.13204/j.gyjz201102016
Abstract:
Hot rolled ribbed bars of fine grains are new type of steel bars with high strength and good ductility,its characteristic value of yielding strength is 500 MPa.Experiment in bond-anchorage of the new re-bars was performed through 25 groups(75 pieces)...
PULL-OUT EXPERIMENTAL STUDY ON NEW TYPE OF CHEMICAL ANCHORING BOLTS
Xing Guoqi, Wang Xiaoli
2011, 41(2): 66-69. doi: 10.13204/j.gyjz201102017
Abstract:
It is introduced a new type of chemical anchoring bolt,and the anchoring agent of the chemical anchoring bolt is composed of inorganic chemistry material,and it has good resistance to elevated temperatures.According to the pull-out test of the M12 ne...
EXPERIMENTAL STUDY ON THE MECHANIC BEHAVIOR OF STEEL FIBRE AND PP-FIBRE REINFORCED CONCRETE NOTCHED PANELS
Tian He, Ding Yining, De Rivaz Benoit
2011, 41(2): 70-73,77. doi: 10.13204/j.gyjz201102018
Abstract:
An experimental study on 36 notched flexural panels with steel fiber and PP fiber has been carried out.The load-deflection curves,load-crack mouth opening displacement curves and crack mouth opening displace ment-deflection curves have been analyzed....
CONCEPT DESIGN OF PROGRESSIVE COLLAPSE OF STRUCTURES
Cai Jianguo, Wang Fenglan, Feng Jian, Han Yunlong
2011, 41(2): 74-77. doi: 10.13204/j.gyjz201102019
Abstract:
The progressive collapse of structures becomes a hotspot for study over the world.On the basis of comparing the concept of progressive collapse,the main characteristics and essence of progressive collapse were given.The difference and sameness of sei...
STIFFNESS REQUIREMENTS OF DIAGONAL BRACINGS FOR LONGITUDINAL COLUMN-BRACING SYSTEM UNDER VERTICAL LOADS
Zhao Jinyou, Zhang Yaochun
2011, 41(2): 78-82. doi: 10.13204/j.gyjz201102020
Abstract:
The stiffness requirements of the diagonal bracings in order to maintain the stability of longitudinal columns under the only vertical loads have been investigated in this paper.The lateral stiffness requirements of one-story and two-story longitudin...
OUT-PLANE BUCKLING OF TAPERED BEAM-COLUMNS
Tong Genshu, Li Lanxiang
2011, 41(2): 83-89. doi: 10.13204/j.gyjz201102021
Abstract:
Inelastic analysis stability is carried out for tapered beams by ANSYS,considering plasticity developemnt,introducing the universal slenderness of beams in which the taper ratio and moment ratio are considered,a new formula of stability coefficient i...
ELASTIC BUCKLING OF WEB IN I-SECTION STEEL ARCH STRUCTURE SUBJECTED TO UNIFORMLY DISTRIBUTED RADIAL LOAD
Zhang Wenqi, Zhang Yong
2011, 41(2): 90-96,52. doi: 10.13204/j.gyjz201102022
Abstract:
The I-section steel arch structure has been applied widely in kinds of projects because of its beautiful shape,good mechanical property and simple manufacturing.However,the technical specification for steel arch structure has not been put forward yet...
EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM
Yao Guohuang, Chen Yiyan, Huang Yongjun, Pan Donghui, Zheng Xiaoying, Xu Wenjie
2011, 41(2): 97-101,69. doi: 10.13204/j.gyjz201102023
Abstract:
A new type of concrete-filled steel tube(CFST) column-RC beam joint was presented in this paper.In the CFST column-RC beam connecting zone,the out steel tube of CFST column locally opened rectangular hole and stiffened,the longitudinal reinforcing ba...
BRIEF INTRODUCTION TO STRUCTURAL DESIGN WITH EUROCODES
Shen Jianming, Wang Junping, Li Mengxiong
2011, 41(2): 102-107. doi: 10.13204/j.gyjz201102024
Abstract:
In this paper,it is briefly introduced the scheduling system and characteristics of Eurocodes,and briefly described the basis of structural design,such as design situation,design working life,consequences classes,ultimate limit state and so on.It is ...
DISCUSSION ON REFERENCE PROCEDURES TO ACHIEVE THE OBJECTIVES OF PERFORMANCE-BASED SEISMIC DESIGN
Zhang Jun, Liang Xingwen, Deng Mingke
2011, 41(2): 108-112,107. doi: 10.13204/j.gyjz201102025
Abstract:
The clause of performance-based seismic design of structures was added to,Code for Seismic Design of Buildings,which proposed specific indexes of four performance levels and reference procedures to achieve the objectives of performance-based seismic ...
STRENGTHENING DESIGN OF AN OFFICE BUILDING WITH REMOVED COLUMNS
Tao Jinghui, Liang Shuting, Lu Fei, Wu Chunliang
2011, 41(2): 113-117,13. doi: 10.13204/j.gyjz201102026
Abstract:
Two interior columns on the second floor of an office buildings podium need to be removed due to functional change of the building.The amplitude of load-transition on foundation and variation of internal forces in members of the structure were calcul...
THE ASEISMATIC REINFORCING DESIGN OF A VOCATIONAL SCHOOL’S MASONRY DORMITORY
Shao Liqun, Wu Dayou, Xiang Xiaohua, Chen Zhi
2011, 41(2): 118-122. doi: 10.13204/j.gyjz201102027
Abstract:
This paper introduces a six-story brick students dormitory of a vocational school,the original earthquake fortification intensity was 6 degrees,fortification category was C-class.After the Wenchuan earthquake,the fortification intensity of Deyang was...
RENOVATION AND REINFORCEMENT DESIGN OF A FRAMED OFFICE BUILDING
Zhang Xuewei, Liu Weidong, Zhang Li, Zhao Yan, Yan Yinkun
2011, 41(2): 123-126,122. doi: 10.13204/j.gyjz201102028
Abstract:
The extension-story design of a framed office building is introduced.First the dynamic characteristics of the structure with directive adding stores are analyzed,and what structural members should be reinforced are determined.Weak stiffness,low beari...
ANALYSIS OF WHOLE COLLAPSE OF ADDING STORY FOR A WORKSHOP
Cai Wenhua, Liang Shuting, Yu Bujun, Gu Dasheng
2011, 41(2): 127-129. doi: 10.13204/j.gyjz201102029
Abstract:
Aim at an adding story workshop collapsed,firstly,the accident-location investigation is carried out and structural bearing capacity is calibrated by using SAP 2000 finite element software.Then,the reason why the adding story workshop collapsed was a...
STRATEGICALLY RESEARCH OF WUHAN LIFEN BUILDING RETROFIT DESIGN AND RENEW
Yuan Xinping, Tu Wei, Ye Yun
2011, 41(2): 130-132,60. doi: 10.13204/j.gyjz201102030
Abstract:
According to the analysis of the residential buildings in Wuhan,taking Hankou Tainingli for example,this paper researches retrofit design and renewal of Wuhan Lifen buildings.Based on the view of saving,updating and continuing urban history the charm...
PROTECTION AND RECONSTRUCTION DESIGN OF THE KILNS IN THE RECONSTRUCTION OF LANES AND ALLEYS IN JINGDEZHEN
Cao Ying, Zhang Pei
2011, 41(2): 133-137. doi: 10.13204/j.gyjz201102031
Abstract:
Based on the analysis of the present status and characteristics of the traditional craft construction-kilns in the Peng Familys upper lanes and alleys of Jingdezhen,this paper points out that people and peoples lives are the foundation and soul for t...