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

2008 Vol. 38, No. 4

Display Method:
CONSTRUCTION OF A HARMONIOUS TECHNICAL INDUSTRY GARDEN AREA——DISCUSSION ON GUANGZHOU PILOT TEST BASE GARDEN AREA LAYOUT AND THE MONOMER DESIGN
Bao Yingdan
2008, 38(4): 1-4. doi: 10.13204/j.gyjz200804001
Abstract:
In order to ameliorate the interior space and overall arrangement of a deficient city and promote functions of city, it is prornoted positively the construction of independent science and technology industry garden areas in China recently. Guangzhou ...
DISCUSSION ON DESIGN OF STREAMLINES IN INDUSTRIAL AREAS AND SYSTEM OF BEING IN CHARGE BY ARCHITECTS ——A CASE HISTORY OF HUAWEI SOUTH FACTORY(PHASE-Ⅰ)
Zheng Xuhua
2008, 38(4): 5-8. doi: 10.13204/j.gyjz200804002
Abstract:
The basic condition of transport planning is ensuring the transportation safety inside and outside the area to be used. The lanes for trucks must be separated from other lanes clearly. The business vehicle just can enter the outdoor or underground pa...
THREE-DIMENSIONAL SPACE& MULTIDIMESIONAL REASONING ——OLD INDUSTRIAL BUILDING REBUILDING MODELING RESEARCH
Yu Meng
2008, 38(4): 9-12. doi: 10.13204/j.gyjz200804003
Abstract:
It is this paper generated that multiple solutions through analysis of a virtual old industrial building model, to bring out some thoughts on design of similar projects in engineering practice.
STUDY ON THE FORM OF HIGH-TECH RESEARCH AND DEVELOPMENT OFFICE BUILDING
Chen Wei
2008, 38(4): 13-16,22. doi: 10.13204/j.gyjz200804004
Abstract:
It is pointed out through studying on the form of a high-tech research and development office building that design of high-tech research and development office building should be based on holding the essence of function, psychics and environment, and...
STUDY ON ACCESSIBLE AND LEADING DESIGN OF LARGE COMMERCIAL SHOPPING CENTRE
Sun Xun
2008, 38(4): 17-19,43. doi: 10.13204/j.gyjz200804005
Abstract:
With the progress of the times, the modernized experience commercial shopping centres are rising, which proposes new challenge to commer cial building design. This article takes commercial shopping centre of Suzhou for example, to microscopically ana...
THE PLANNING AND ARCHITECTURAL DESIGN OF PHASE Ⅲ OF NANJING ZTE RESEARCH AND INDUSTRIAL PARK
Wang Wei, Ma Yahui
2008, 38(4): 20-22. doi: 10.13204/j.gyjz200804006
Abstract:
It is introduced that the schematic design of phase of Nanjing ZTE Research and Industrial Park, and elaborated the reasonable innovative layout planning of the research and industrial park, reasonable arrangement of construction functions, ccnvenien...
PRACTICE & RESEARCH FOR SUSTAINABLE DEVELOPMENT OF INDUSTRIAL STRUCTURE——THE DESIGN OF 1ST FACTORY IN SONGSHAN LAKE INDUSTRY PARK OF GUANGDONG SHENGYISCI. TECH CO., LTD.
Cheng Yazhen
2008, 38(4): 23-26. doi: 10.13204/j.gyjz200804007
Abstract:
technology environment protection as theme, use new Tech and material to integrate and innovate, by appropriate design embody the ideal of people as the foremost, sustainable development for production and environment.
THE PROTECTION AND REUSE OF URBAN INDUSTRIAL HERITAGE BY INTEGRATING INTO PUBLIC RECREATION SPACES SYSTEM
Zhang Yishan, Xia Jian
2008, 38(4): 27-30,49. doi: 10.13204/j.gyjz200804008
Abstract:
The urban industrial heritage is a complicated topic which needs various perspective. In our country, there is deficient in the studies on the protection and reuse of the urban industrial her itage in the view of a city, especially as viewed from int...
THE MODIFIEDMVLE MODEL BASING ON THE PARAMETRIC VARIATIONAL PRINCIPLE
Li Zhining, Li Qingning, Zhang Hongtao
2008, 38(4): 31-35. doi: 10.13204/j.gyjz200804009
Abstract:
The modified mult-i vertica-l line-element (MVLE) model is solved by means of the parametric variational principle, and nonlinear analysis of short leg wall is performed in detail. The effect of shear lag and shear deformation is considered in this m...
EXPERIMENT ON SHEAR BEHAVIOR OF L-SHAPED SECTION BROAD-LIMB COLUMNS SUBJECTED TO LOW CYCLIC LOADING
Dign Xiaoyan, Wang Tiecheng
2008, 38(4): 36-40. doi: 10.13204/j.gyjz200804010
Abstract:
On the basis of the experiment on shear failure of 11 L-shaped section broad-limb frame columns subjected to low cyclic loading, the influence of horizontal looading angle, embedded column and ratio of section width to height on its shear behavior ha...
DESIGN FOR EXTERNAL JOINT OF FRAMEWORK WITH A SIMPLIFIED SOFTENED TRUSS MODEL
Liu Huaxin, Bi Zhong, Wang Qingxiang
2008, 38(4): 41-43. doi: 10.13204/j.gyjz200804011
Abstract:
A simplified softened truss model orig inates from concept of stru-t tie lever and satisfies equilibrium, compatibility, and the constitutive laws of cracked reinforced concrete. It is expounded transitive path and design procedure of the simplified ...
GENERAL SAFETY RESERVE OF REINFORCED CONCRETE MEMBER
Sun Xujie, Zheng Wenzhong
2008, 38(4): 44-45,81. doi: 10.13204/j.gyjz200804012
Abstract:
Considering that some technicians have vague understanding in general safety reserve of reinforced concrete structural member, the ratio of the mean value of resistance to the mean value of load effects K is derived for reinforced concrete flexural m...
STRESS OF REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH CONTROLLED CRACK WIDTH
Lu Qinxian, Hu Di
2008, 38(4): 46-49. doi: 10.13204/j.gyjz200804013
Abstract:
After the influencing factors on crack width in reinforced concrete members are analyzed, the formulas to calculate the limited stress of reinforcement to control the crack width are derived, and the succinct formulas of computing allowable stress of...
EXPERIMENTAL RULES OF SLAKING FOR K0 COMPRESSED CLAY AND ITS DESCRIPTION
Yao Yangping, Zhu Enyang
2008, 38(4): 50-53,60. doi: 10.13204/j.gyjz200804014
Abstract:
In this paper, from results of K 0 compression tests and slaking tests on both dry clay and saturated clay in Olympic Park, some conclusions are obtained: in e-lgp paragraph, when the normal compressed dry clay is wetted under different stresses, the...
EXPERIMENT ON THE FORMS OF REINFORCEMENT AFFECTING LOAD BEARING BEHAVIOR OF DEEP PILE CAPS
Lu Bo, Guo Chao, Gong Weiming
2008, 38(4): 54-58. doi: 10.13204/j.gyjz200804015
Abstract:
To study the effects of reinforcement forms on the load bearing behavior of deep pile caps, through the destructive tests of three nine-pile caps with different forms of reinforcement, the load-bearing mechanism and failure modes of the pile caps. Th...
STUDY ON DAMPING RATIO OF SANDY PEBBLE SOIL SUBJECTED TO DYNAMIC LOADING
Zhang Yu, Wang Ruheng, Jia Bin
2008, 38(4): 59-62. doi: 10.13204/j.gyjz200804016
Abstract:
Through laboratory tests on sandy pebble soil by using the dynamic triaxial test, studies of saturated sandy pebble soil was done. It is analyzed the rule of the damping ratio of sandy pebble soil under different confining pressure, consolidation rat...
RESEARCH ON RAFT FOUNDATION. S THERMAL FIELD AND THERMAL CONTROL MEASURES BASED ON FINITE DIFFERENCE METHOD
Jiang Xiping, Wang Sheliang, Sun Ye, Duan Shuxin
2008, 38(4): 63-67. doi: 10.13204/j.gyjz200804017
Abstract:
Based on the mass concrete of raft foundation of a high-rise building in a community in Xi. an, it is analyzed the optimization of raw material, confirmation of mix proportion, questions on the aspects of solving the mass concrete of raft foundation....
NUMERICAL SIMULATION ON COMPRESSION FAILURE PROCESS OF CONCRETE AND SIZE EFFECT
Tian Ruijun, Du Xiuli, Peng Yijiang
2008, 38(4): 68-72112. doi: 10.13204/j.gyjz200804018
Abstract:
The concrete is considered as a three-phase composite composed of matrix, aggregate and interface between them, and its mesoscale structure is represented with random aggregate model by using Monte-Carlo method. Then, the bilinear damage evolution mo...
TEST STUDY ON THERMAL CREEP STRAIN OF GFRP BARS
Zhou Changdong, LüXilin, Jin Ye
2008, 38(4): 73-76. doi: 10.13204/j.gyjz200804019
Abstract:
To study the thermal creep strain of FRP bars in fire, experiment are carried out on 72 (21groups) prestressing GFRP bars exposed to high temperature under axial load. The parameters considered are temperature variation and stress level. The thermal ...
STUDY ON POLYURETHANE FOAM MATERIAL CONSTITUTIVE RELATION AND IT. S APPLICATION IN SANDWICH PANELS
Qin Peicheng, Zha Xiaoxiong, Yu Hang
2008, 38(4): 77-81. doi: 10.13204/j.gyjz200804020
Abstract:
In order to investigate the stress-strain relationship and Poisson. s ratio of the polyurethane foam material, the quas-i static tensile, compression, and shear test was conducted at room temperature with the loading speed 2mmPmin and the results sho...
COMPUTATION OF BUCKLING LOAD OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS
Wang Xintang, Ji Yao, Wang Jianping
2008, 38(4): 82-86. doi: 10.13204/j.gyjz200804021
Abstract:
A computational model of buckling load of steel plane frames with sem-i rigid connections is put forward through establishing differential equations in buckling of the structures for each member of the structures and considering all the boundary cond...
TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES
Zheng Tingyin, Xu Shiyun, Zhang Yu
2008, 38(4): 87-90. doi: 10.13204/j.gyjz200804022
Abstract:
According to static load test on a beam-column connection by top and seat angles with stiffer and double web angles, it is analyzed that the stresses on the top and seat angles, stiffer, web angles, beam flange and web, column flange and web. The sta...
STUDY ON MODEL DESIGN OF TENSEGRITY PLASMODIUM PRISM
Wang Duozhi, Fan Feng, Shen Shizhao
2008, 38(4): 91-94,76. doi: 10.13204/j.gyjz200804023
Abstract:
The tensegrity is a key problem attracting much attention of the research of structure in recent years; but the application is difficult because of the rigid definition of tensegrity. It is briefly discussed the definition and characteristics of tens...
THE SECONDARY STRESS EFFECT ANALYSIS OF COLD-FORMED THIN-WALL STEEL TRUSS
Wang Yan, Zhao Changwei
2008, 38(4): 95-97103. doi: 10.13204/j.gyjz200804024
Abstract:
Using finite element method, it is analysed and studied the secondary stress in the member bar of cold-formed thin-wall steel truss due to node geometric flaw. It is also analysed that the secondary stress values and regularities of distribution as w...
INTRODUCTION TO THE MAIN CONTENTS OF STRUCTURAL FIRE DESIGN IN EUROCODE OF DESIGN OF CONCRETE STRUCTURES(Ⅰ)——EFFECTS OF ACTIONS AND DESIGN RESISTANCE IN THE FIRE SITUATION, MATERIAL PROPERTIES AND FIRE DESIGN METHOD BASED ON TABULATED DATA
Hou Xiaomeng, Zheng Wenzhong
2008, 38(4): 98-103. doi: 10.13204/j.gyjz200804025
Abstract:
Eurocode 2 is code for the design of concrete structures, and its part 112 is the only design guideline for fire resistance on reinforced concrete (RC) and prestressed concrete(PC) structures in Europe. There are 6 sections within the EC2-1-2, includ...
EXPERIMENTAL STUDY ON CONCRETE BEAMS STRENGTHENED BY CARBON FIBER CABLES WITH EXTERNAL PRESTRESS
Zhang Ke, Ye Lieping, Yue Qingrui
2008, 38(4): 104-108. doi: 10.13204/j.gyjz200804026
Abstract:
The retrofit technology by carbon fiber cables with external prestress is very suitable for strengthening concrete beams in corrosive and wet environments. It is compared and analyzed that the performance index es of the strengthened beams, as well a...
DESIGN FOR ADDING STOREYS AND STRUCTURE RECONSTRUCTION PROJECT OF HARBIN YINHE HOTEL
Hou Xiaomeng, Zheng Wenzhong
2008, 38(4): 109-112. doi: 10.13204/j.gyjz200804027
Abstract:
Harbin Yinhe Hotel is a 22-story high rise building, its annex is a 6-story structure with a 1-story basement, and its tower has a 3-story basement. On the right of the annex is a club of 4-story frame structure. The tower is a RC frameshear wall str...
APPLICATION OF CUTTING COLUMN WITH BEAM SUPPORTED IN THE PROCESS OF TRANSFORMING A SINGLE-STOREY INDUSTRIAL BUILDING
Yu Guoqin
2008, 38(4): 113-115108. doi: 10.13204/j.gyjz200804028
Abstract:
During reforming the mill building of RC bent frame, it is solved effectively the problems and the contradiction between the production and construction by the following techniques: the scheme of cutting column with beam supported; according to the f...
ANALYSIS OF INTEGRAL COLLAPSE OF A REINFORCED CONCRETE SILO
Wang Tianfeng, Ding Zhichao, Wang Li, Ying XiaoLin
2008, 38(4): 116-118. doi: 10.13204/j.gyjz200804029
Abstract:
Based on the analysis of integral collapse of a reinforced concrete silo, through a series of finite element analysis examples, it is discussed the interaction mechanism of the superstructure and the foundation for the reinforced concrete silo, and i...
DESIGN OF TWO TYPICAL POST-BUILT SUSPENDED STAIRCASES
Tan Jun, Wang Ying, Zheng Wenzhong
2008, 38(4): 119-123,86. doi: 10.13204/j.gyjz200804030
Abstract:
The design and method of staircase between the roof of the original building and the second floor of the new added building are presented, that is: put up pos-t built suspended beams perpendicular to the ou-t jacketing frame beams, and then build han...
THE DESIGN THOUGHT OF / INFILTRATION AND SPLICING0 ——THE CONSTRUCTION OF THYMOGENIC SPACE IN AMODERN CITY
Shi Yalei, Shen Xiaohui, Guan Ruiming
2008, 38(4): 124-126. doi: 10.13204/j.gyjz200804031
Abstract:
It is put forward a new design thought ) ) ) / infiltration and splicing0, directed towards the condition in a modern city, where the thymogenic space is fading away gradually. It is considered that the new design thought contains three levels: vocab...