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. 12

Display Method:
BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF Z-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN
Tong Genshu, Wu Qiang, Zhang Lei
2013, 43(12): 1-11. doi: 10.13204/j.gyjz201312001
Abstract:
The sag Rods connected to the webs of puRlins weRe RegaRded as the lateRal elastic suppoRts of the puRlins. The formulas for calculating the Rigidity of the sag Rod weRe established by deRiving the web deformation of the puRlin accoRding to the theoR...
BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF C-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN
Tong Genshu, Wu Qiang, Zhang Lei
2013, 43(12): 12-20. doi: 10.13204/j.gyjz201312002
Abstract:
The sag Rods in puRlin systems aRe RegaRded as lateRal elastic suppoRts. C-section puRlins undeR wind suction weRe analyzed using the theoRy of thin-walled membeRs, whose Results weRe compaRed with those of FE analysis using ANSYS plate elements. It ...
ANALYSIS OF TWISTING ABOUT UPPER FLANGE OF C-SECTION PURLIN WITH TWO SAG RODS
Wu Qiang, Tong Genshu, Zhang Lei
2013, 43(12): 21-25. doi: 10.13204/j.gyjz201312003
Abstract:
It was analyzed the stress and deformation of a simple purlin with two sag rods under wind suction,whose roof sheets were connected to the upper flange of the purlin by self-drilled screws; the analytic results were compared with those of FEA. It was...
ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION
Tong Genshu, Xu Yuanjie, Zhang Lei
2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004
Abstract:
Based on the buckling theory of thin-walled members,it was derived the total potentials for instability of cold-formed Z-purlins under wind suction whose lateral displacement of top flange was prohibited. The expressions of the critical moments of th...
ANALYSIS OF GLOBAL STABILITY OF C-PURLINS UNDER WIND SUCTION
Tong Genshu, Xu Yuanjie, Zhang Lei
2013, 43(12): 34-37,11. doi: 10.13204/j.gyjz201312005
Abstract:
Using the theory of thin-walled members,this paper derived the total potential for bending and torsional buckling of C purlins under wind suction,the expression of the critical moments of the purlins was proposed,whose results were compared with thos...
LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION
Zhang Shuigen, Tong Genshu, Zhang Lei
2013, 43(12): 38-44. doi: 10.13204/j.gyjz201312006
Abstract:
It was analyzed the distortional buckling of the flange-lip section in closed form solution. Through modelling the flange-lip section as a parallel system resisting bending loads, it was also proposed formulas to calculate the equivalent bending rigi...
LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER BENDING
Zhang Shuigen, Tong Genshu, Zhang Lei
2013, 43(12): 45-51,33. doi: 10.13204/j.gyjz201312007
Abstract:
It was analyzed the distortional buckling of the C and Z sections under bending. In the current Australian and American codes the thin-walled member theory is used to analyze the distortional buckling loads. In this method a reduced restraining rigid...
EFFICIENCY OF SAG RODS AS LATERAL SUPPORTS FOR STABILITY OF PURLINS
Tong Genshu
2013, 43(12): 52-56,65. doi: 10.13204/j.gyjz201312008
Abstract:
Taking the bottom flange of purlins as compressed bars and the sag rods as lateral elastic supports along the length of purlins,threshold rigidities of elastic supports which make purlins buckle between adjacent sag rods were found analytically,and t...
THE BASIC TYPES OF INDUSTRIAL COMMERCIAL BUILDINGS OF WUXI IN MODERN TIMES
Shi Ming
2013, 43(12): 57-61. doi: 10.13204/j.gyjz201312009
Abstract:
In Chinese modern times,there were a large number of industrial commercial buildings built in Wuxi City because of the rapid development of industry and commerce in the city. Combined with the construction instance,it was described the industrial and...
SOME THOUGHTS OF CHINA'S CONTEMPORARY HUMANISTIC URBAN PLANNING
Zhang Sheng, Lin Geng
2013, 43(12): 62-65. doi: 10.13204/j.gyjz201312010
Abstract:
From the humanistic perspective,it was probed into three levels needs which people ask for the city, namely,safety needs,belonging emotional needs and fairness justice needs. It was put forward the relationship among the urban safety,urban heritage c...
THE CONCEPTUAL PLANNING OF FOSHAN INTERNATIONAL PURCHASE AND REGIONAL LOGISTICS CENTER BASED ON A CELL FUNCTIONAL THEORY
Yang Changxin
2013, 43(12): 66-70. doi: 10.13204/j.gyjz201312011
Abstract:
It was presented the conceptual planning of Foshan International Purchase and Regional Logistics Center. The goal of the conceptual planning is to build a logistics center that has a distinctive image,and realize a high efficient transmission of ener...
DESIGN CONCEPT OF LANDSCAPE RENOVATION PROJECT OF SHANGHAI CULTURE PLAZA
Xia Wei
2013, 43(12): 71-73. doi: 10.13204/j.gyjz201312012
Abstract:
Based on the design of reconstructing the old culture square, the spatial layout of Shanghai Culture Plaza is made to be rational and practical. As a result,a delicate,elegant and rich cultural spirit urban oasis that integrates music,art,greenbelt a...
EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMNS WITH FINE GRAIN STEEL BARS UNDER ECCENTRIC COMPRESSION
Ge Wenjie, Zhang Jiwen, Cao Dafu, Wang Biyuan, Pan Linglong
2013, 43(12): 74-77,87. doi: 10.13204/j.gyjz201312013
Abstract:
The tests of nine concrete columns reinforced with fine grain steel bars under eccentric compression were made,the effects of experimental parameters such as eccentricity distance,longitudinal compressive reinforcement ratio,concrete strength and sle...
EXPERIMENTAL STUDY AND CALCULATION ON DEFLECTION OF THE NEW CFRP-PCPS CONCRETE BEAM
Zhang Peng, Nie Wei, Deng Yu, Qu Jian, Liu Fengtao, Ling Yaqing, Ji Shuai
2013, 43(12): 78-81,103. doi: 10.13204/j.gyjz201312014
Abstract:
Deflection tests of seven self-developed new CFRP-PCPs composite reinforced concrete beams were carried out. It was found by comparison that the deflection of CFRP-PCPs composite reinforced concrete beams of all the forced stages was smaller than ord...
EXPERIMENTAL STUDY ON BENDING BEHAVIOR OF C80 CONCRETE BEAMS AT EARLY AGE
Wang Dongyan, Wu Yuegang, Yang Zhenkun, Wang Mengmeng, Yuan Quan, Liao Juan, Wei Yongbin
2013, 43(12): 82-87. doi: 10.13204/j.gyjz201312015
Abstract:
Through bending experiments the paper tested the flexural behaviors of 8 C80 high strength reinforced concrete beams,whose failure modes were studied; and deflections,strains and cracks development were also measured and recorded at 1,3,7,28,90 d. In...
THE LARGEST DIAMETER OF STEEL BAR FOR CONTROLLING CRACK WIDTH OF REINFORCED CONCRETE MEMBERS
Li Longqi, Zhou Donghua, Xu Bin, Wang Peng
2013, 43(12): 88-92. doi: 10.13204/j.gyjz201312016
Abstract:
Based on the latest revision of Code for Design of Concrete Structures ( GB500102010 ), transformation formulae for crack width checking is established. Firstly,curves which are related to ratio of reinforcement for longitudinal tensile steel reinfor...
STUDY OF SHIELD CONSTRUCTION INFLUENCES ON MECHANICAL BEHAVIOR OF SOIL AROUND TUNNELING SHIELD
Li Chunlin
2013, 43(12): 93-97. doi: 10.13204/j.gyjz201312017
Abstract:
Relying on tunnel shield excavation of the Subway Line No. 1 in Wuxi,a series of triaxial tests were performed with different stress path using the undisturbed soil drilled in the construction field in laboratory based on disturbance properties aroun...
ANALYSIS OF SETTLEMENT MECHANISM AND MODEL FOR MSW BASED ON INTERIOR COLUMNAR LANDFILL TEST
Liu Rong, Shi Jianyong
2013, 43(12): 98-103. doi: 10.13204/j.gyjz201312018
Abstract:
Some kinds of refuse elements were mixed according to classic proportion indoors. Long time landfill test was done with interior settlement apparatus at stated leachating condition. In the course of whole landfill, settlement values were termly measu...
PENETRATION PROCESS SIMULATION OF SPUDCAN FOUNDATIONS BY CEL
Zheng Jing, Fan Qinglai, Wang Zhongtao
2013, 43(12): 104-108,161. doi: 10.13204/j.gyjz201312019
Abstract:
Utilizing CEL (Coupled Eulerian-Lagrangian) finite element method,the penetration process of spudcan foundation was numerically simulated. The penetration mechanism of spudcan foundation into uniform clay,uniform sand and sand overlying clay was resp...
APPLICATION OF LADE-DUNCAN CRITERION IN EARTH PRESSURE CALCULATION
Hu Hexiang, Song Fuyuan, Geng Dongqing, Guo Heng
2013, 43(12): 109-112,166. doi: 10.13204/j.gyjz201312020
Abstract:
Based on the strict Lade-Duncan criterion,to take earth pressure problem as plane strain problem,the formulae of the active and passive earth pressure for clay and non-cohesive soil were derived,which could reflect the action of earth pressure more r...
STUDY OF CONSTITUTIVE RELATION AND DISTRIBUTION BETWEEN REINFORCING BAR AND CONCRETE
Yang Yongxin, Zhang Yu, Guan Zengwei
2013, 43(12): 113-118. doi: 10.13204/j.gyjz201312021
Abstract:
It is collectively referred to as reinforcing bar which is able to be in the cooperative work with concrete, and improve the bearing capacity of concrete structure and component. It was obtained the theoretical calculation methods of bond-slip consti...
CORROSION ANALYSIS OF PRESTRESSED STEEL STRANDS EMBEDDED IN DUCT GROUT FROM AN OFFSHORE BRIDGE
Jiang Kun, Lu Xinying
2013, 43(12): 119-123. doi: 10.13204/j.gyjz201312022
Abstract:
It was found that the strands embedded in duct grout of box grider in the mid-span had corroded when an offshore bridge located in Jiaozhou Bay was demolished. The scanning electron microscope,energy spectrum,X-ray diffraction and Raman spectrum were...
ANALYSIS OF USE AND BEHAVIOR OF EXPANDED AND VITRIFIED BEADS THREE-IN-ONE THERMAL INSULATION SYSTEM FOR EXTERIOR WALL
Du Shuting
2013, 43(12): 124-128. doi: 10.13204/j.gyjz201312023
Abstract:
With expanded and vitrified beads insulation mortar and insulation block as the main material, the three-in-one exterior wall thermal insulation system based on integration of insulation mortar interior thermal insulation, insulation block self heat-...
EXPERIMENTAL RESEARCH ON TECHNIQUE OF REINFORCED CONCRETE BEAM STRENGTHENED WITH PRESTRESSED FRP SHEETS AND PRESTRESS LOSS
Xu Xiao, Ai Jun, Pan Jianwu, Cai Chenning
2013, 43(12): 129-132. doi: 10.13204/j.gyjz201312024
Abstract:
The technique of structure strengthened with prestressed FRP sheet is an effective technique with a bright future. Strengthening process and prestress loss are two important problems in this technique. According to the size of small beam,strengthenin...
STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES
Wu Xi, Yu Jisheng, Zhang Zhaoping, Fang Xingxing, Zhang Yulei, Chang Yongqiang
2013, 43(12): 133-137. doi: 10.13204/j.gyjz201312025
Abstract:
Geometry and stiffness of assembled flexible structure are different because of changes in tensioning process and construction sequence. Seeking rational applying sequence is the key to the construction technology. Using the finite element simulation...
FIELD EXPERIMENT OF MICROBIAL INDUCED CARBONATE PRECIPITATION TECHNOLOGY IN LEAKAGE TREATMENT OF A BASEMENT
Zhang Yue, Guo Hongxian, Cheng Xiaohui, Li Meng
2013, 43(12): 138-143. doi: 10.13204/j.gyjz201312026
Abstract:
Microbial induced carbonate precipitation (MICP),which use microbial catalyzed hydrolysis of urea and to produce calcium carbonate crystals,is tested to treat the leakage of basement external wall in Jinan. S. pasteurii and reactant are injected into...
DESIGN OF TEMPERATURE AND SHRINK STRESS AND CONTROL MEASURE OF SUPER-LONG CONCRETE FRAME STRUCTURE
Wu Fahong, Chen Guiping, Ji Weibing
2013, 43(12): 144-148. doi: 10.13204/j.gyjz201312027
Abstract:
The key of super-long concrete frame structure is to control temperature and concrete shrinkage stresses, according to the analysis of PMSAP and ANSYS,their results and variation tendencies are generally consistent. Owing to construction and equipmen...
EXPERIMENTAL STUDY ON PULLING CAPABILITY OF CONCRETE WALL-STEEL BEAM T-PLATE PIN JOINT
Nie Jianguo, Zhu Dan
2013, 43(12): 149-155. doi: 10.13204/j.gyjz201312028
Abstract:
As a supplement of the traditional concrete wall-steel beam pin joint,combining with some engineering practice,a concrete wall-steel beam T-plate pin joint has been designed to provide more choices for structural engineers. Experimental study on pull...
STABILITY OF AN EXTRA WIDE COLUMN COMPOSED OF DOUBLE LIMBS IN ELECTROSTATIC PRECIPITATOR UNDER AXIAL COMPRESSION
Wang Dengfeng, Wang Yuanqing, Fang Bin, Shi Yongjiu, Dai Haijin
2013, 43(12): 156-161. doi: 10.13204/j.gyjz201312029
Abstract:
An unusual shaped column subjected to axial compression is located inside the casing of a large scale electrostatic precipitator. Because of the peculiarity of section and configuration of the column,its stability design round strong axis can't compl...
MECHANICAL BEHAVIOR NUMERICAL ANALYSIS OF Q460 EQUAL LEG ANGLE BASED ON THE TRANSMISSION TOWER STRUCTURE
Guo Hongchao, Zhong Xuan
2013, 43(12): 162-166. doi: 10.13204/j.gyjz201312030
Abstract:
Based on the ultimate bearing capacity test of transmission tower structure,it was analyzed the Q460 equalley angle of the stress distribution,failure mode and the ultimate bearing capacity of Q460 equal leg angle which had different slenderness rati...
THE RESEARCH ON RAMMED-EARTH MATERIAL COMPRESSIVE STRENGTH NONDESTRUCTIVE TESTING FOR FUJIAN TULOU(EARTH-BUILDING)
Guo Liqun, Li Anlu, Peng Xingqian
2013, 43(12): 167-172. doi: 10.13204/j.gyjz201312031
Abstract:
It was studied the nondestructive testing methods of rammed-earth material strength of tulou wall. Through the research of working principle of the rebound hammer and rammed-earth material mechanical properties,the area of the rod end of the rebound ...
COLOR DESIGN OF MAIN MILL BUILDINGS OF POWER PLANTS BASED ON VISUAL INTEGRITY
Qu Cuicui, Xu Zhen
2013, 43(12): 173-174,148. doi: 10.13204/j.gyjz201312032
Abstract:
Combined with color design of the main mill building of Suizhong Power Plant,based on visual integrity, this paper discusses the color design of main workshop of power plants and gives the principle proposal: on the one hand, contrast unified method ...
STUDY ON FORCE ANALYSIS OF MULTI RIBBED FLOOR SLAB UNDER VERTICAL LOAD
Li Junfeng, Wu Renpeng
2013, 43(12): 175-179,137. doi: 10.13204/j.gyjz201312033
Abstract:
The stress mechanism of multi ribbed floor slab under vertical load is analyzed. Analysis shows that the results are a bit different among of different software because of different calculation principle. So the stiffness of column cap needs to be ca...
THE PROTECTION AND REUSE OF SHANGHAI GLASS FACTORY RUINS
Wu Qiang, Chu Yanjie
2013, 43(12): 180-182. doi: 10.13204/j.gyjz201312034
Abstract:
The protection and use of the industrial heritages play an important role in the urban construction and the development. It was analyzed comprehensively the research on industrial heritages and the status of their use in China. Based on which,linked ...