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. 4

Display Method:
RESIDUAL STIFFNESS ASSURING STABILITY OF REAL STEEL STRUCTURES
Tong Genshu, Jin Jian
2013, 43(4): 1-7,53. doi: 10.13204/j.gyjz201304001
Abstract:
Through revisiting the classic problems of elastic and elastic-plastic buckling of frames, elastic-plastic stability of beam-columns, buckling of column braced at midspan by a horizontal brace and the buckling of dual structural system, it was propos...
BUCKLING OF TIMOSHENKO COLUMNS WITH LINEARLY VARIED RIGIDITIES AND AXIAL FORCES
Shen Ruihong, Tong Genshu
2013, 43(4): 8-12,18. doi: 10.13204/j.gyjz201304002
Abstract:
The paper investigated the buckling of cantilevered Timoshenko columns whose cross-sectional flexural and shear rigidities and axial forces were varied along length.Finite element method was used to carry out buckling analysis.Physical and geometrica...
STABILITY OF DOUBLY SYMMETRIC I-SECTIONAL CANTILEVERS WITH DIFFERENT BOUNDARY CONDITIONS AT TIP
Yan Xiaoxiao, Zhang Lei, Tong Genshu
2013, 43(4): 13-18. doi: 10.13204/j.gyjz201304003
Abstract:
The lateral buckling of cantilevers of doubly symmetric I-section with different boundary conditions at tip was investigated in this paper, where three boundary conditions at tip in terms of practical use, both the lateral translation and torsion dis...
FREE AND WARPING TORSION RIGIDITIES OF HOT-ROLLED SECTIONS WITH TAPERED FLANGE THICKNESS
Chen Weiwen, Tong Genshu, Zhang Lei
2013, 43(4): 19-21,27. doi: 10.13204/j.gyjz201304004
Abstract:
It was derived the warping and free torsional rigidities of hot-rolled steel cross-sections with flanges of tapered thickness.Tables were provided to find these properties of all hot-rolled sections available in China.It was found that the warping in...
ELASTIC BUCKLING OF SIMPLY SUPPORTED RECTANGULAR PLATES UNDER BENDING,SHEAR AND BEARING STRESSES
Tong Genshu, Tao Wendeng, Zhang Lei
2013, 43(4): 22-27. doi: 10.13204/j.gyjz201304005
Abstract:
The buckling of simply supported rectangular plates under bending, shear and local bearing stresses was analysed using ANSYS.The interaction equations between any two kinds of stresses were first studied and approximate formulas were proposed.The sha...
BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES
Tong Gengshu, Zhu Xinghai, Pi Yonglin
2013, 43(4): 28-33,41. doi: 10.13204/j.gyjz201304006
Abstract:
It was studied the bucklings of horizontally elastically supported arches, and the linear analytic results of the horizontally elastically-supported arches under three loads were also presented.The symmetrical and antisym-metrical bucklings of such a...
TORSIONAL RESTRAINTS OF CORRUGATED SHEETING TO PURLIN THROUGH SLIPPABLE CLIPS
Du Huilin, Tong Genshu, Song Changyong, Zhang Lei
2013, 43(4): 34-41. doi: 10.13204/j.gyjz201304007
Abstract:
The torsional restraint, which the steel sheets exert on the purlins, cann't be neglected when the profiled steel sheets connect the purlins with specially designed splints.It was mainly analyzed the torsional rigidity of the HXY-478 roof system deve...
RESEARCH ON THE PASSIVE DESIGN IN THE RENOVATION OF OLD INDUSTRIAL BUILDINGS
Xie Mingjing, Zhou Chunyuan, Li Xin
2013, 43(4): 42-44,70. doi: 10.13204/j.gyjz201304008
Abstract:
With the rapid development of the cities in China, many old industry buildings are needed to be reconstructed and reused.Starting from the goal of sustainable development, the reconstruction of the old industry buildings in urban renewal faces multip...
RESEARCH ON THE SUMMER INDOOR THERMAL ENVIRONMENT OF SHANGHAI HIGH-RISE RESIDENTIAL BUILDINGS
Xia Bo, Song Dexuan, Shi Jie
2013, 43(4): 45-48. doi: 10.13204/j.gyjz201304009
Abstract:
In order to research the summer indoor thermal environment of Shanghai high-rise residential buildings and optimize the energy saving design of Shanghai high-rise residential buildings, the indoor thermal environment conditions were surveyed by quest...
RESEARCH OF ENERGY EFFICIENCY TECHNOLOGY SYSTEM OF UNIVERSITY EXISTING BUILDING IN COLD CLIMATE ZONE
Liu Qibo, Zhou Ruoqi
2013, 43(4): 49-53. doi: 10.13204/j.gyjz201304010
Abstract:
At present, investment to reduce building energy consumption is about 5 times to reduce industrial energy investment, so the energy efficiency standards and technology economy of building is particularly important.Due to the fact that large number of...
RESEARCH ON ENERGY-SAVING RECONSTRUCTION STRATEGY OF THE RURAL RESIDENCE IN NORTHWEST CHINA
Ma Ke, Wu Yongcheng, LüJinqing, Zhou Qi, Xia Runqiao
2013, 43(4): 54-56,117. doi: 10.13204/j.gyjz201304011
Abstract:
Based on the weather characteristic and natural environment in Northwest China, the current conditions of living model and energy conservation of the rural residence were analyzed.And the strategies of environment, economy and culture were proposed, ...
STUDY ON DAMAGE OF PRE-STRESSED CONCRETE BEAMS IN THE ALTERNATIVE ACTION OF FREEZE-THAWING AND FATIGUE LOAD
Zhang Yiduo, Xu Lulu, Liu Ronggui, Liu Tao
2013, 43(4): 57-61. doi: 10.13204/j.gyjz201304012
Abstract:
Based on the freeze-thawing and fatigue alternate experiment of twelve prestressed concrete beams, the effects of fatigue load limit, strength grade of concrete, prestress degree and freeze-thaw fatigue alternating frequency ratio on the variation of...
EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS
Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun
2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013
Abstract:
Based on the low cyclic loading experiments on specially shaped columns, it was compared that the results in terms of damage characteristic, bearing capacity, displacement and ductility, hysteretic characteristic, skeleton curve, rigidity degradation...
NONLINEAR MECHANICAL PROPERTIES ANALYSIS AND IMPROVEMENT OF SHORT PIER SHEAR WALL WITH IRREGULAR SECTION
Zhang Pinle, Pan Wen, Tao Zhong
2013, 43(4): 66-70. doi: 10.13204/j.gyjz201304014
Abstract:
Cyclic loading test of six T-shaped and six L-shaped short pier shear wall specimens were conducted to investigate the fundamental mechanical properties and failure mode.Nonlinear mechanical properties of specimens were analyzed by software ANSYS.Fin...
CALCULATION METHOD FOR DEFLECTION OF REINFORCED CONCRETE TWO-WAY SLAB-AND-BEAM FLOOR SYSTEM
Liang Xingwen, Chen Difa, Huang Xiaokun, Zhu Aiping
2013, 43(4): 71-75. doi: 10.13204/j.gyjz201304015
Abstract:
For the interior slab, the edge slab and the corner slab of cast-in-situ reinforced concrete two-way slab-and-beam floor system, it was carried out the static loading test under uniformly distributed load respectively, and metered the beams and slabs...
THE TEMPERATURE DEFORMATION RESEARCH OF AN INDUSTRIAL BUILDING STRUCTURE WITH LARGE LONGITUDINAL LENGTH
Xie Xiaodong, Chen Qingjun, Zhang Yiqun, Zuo Zhiliang
2013, 43(4): 76-81. doi: 10.13204/j.gyjz201304016
Abstract:
The temperature deformation analysis of a long industrial plant structure was carried out.The temperature loads included the weather changes, such as seasonal temperature changes, sudden temperature changes and sunshine temperature changes, and the e...
CALCULATION METHOD OF THE TEMPERATURE STRESS OF REINFORCED CONCRETE CHIMNEY
Li Xiaowen, Bian Ruiping, Yuan Longfei, Yin Lei
2013, 43(4): 82-85. doi: 10.13204/j.gyjz201304017
Abstract:
For the stress calculation of a reinforced concrete chimney under serviceability limit state, thermal stress must be considered.Based on the Code for Design of Chimneys(GB 500512002)[1] chereafter referred to as standard), it was found by the numeric...
GRANULAR FLOW MODEL OF TRI-AXIAL TEST OF SOIL BASED ON THE MICRO IMAGE TREATMENT TECHNOLOGY
Zhang Bo, Tao Lianjin, Huang Jun, Jin Liang
2013, 43(4): 86-91. doi: 10.13204/j.gyjz201304018
Abstract:
Taking silt soil image photographed by scanning electron microscope as the research object, using image treatment technology for microstructure observation and quantitative analysis of soil, the parameters of particle composition of soil were solved,...
EXPERIMENTAL RESEARCH ON THE EFFECT OF THE HEAVY METAL POLLUTANTS ON SOIL COMPACTNESS AND SHEAR STRENGTH
Rao Weiguo, Ma Furong, Chen Rigao, Pang Yingbo, Zhang Zhihong, Xiao Zhaoran
2013, 43(4): 92-97. doi: 10.13204/j.gyjz201304019
Abstract:
The heavy metal tailing samples were taken from tailing pond and landfill site of wastes, which were then mixed with typical uncontaiminated soil.The heavy metal contaminated samples with different incorporation ratio, different density and ages were...
ON DETERMINATION FOR THE COEFFICIENT OF ELASTIC UNIFORM COMPRESSION OF NATURAL SOIL
Wang Xikang, Liu Jingzheng
2013, 43(4): 98-101. doi: 10.13204/j.gyjz201304020
Abstract:
The coefficient of elastic uniform compression of natural soil is the most important parameter in dynamic machine foundation design.Based on the definition for coefficient of elastic uniform compression of natural soil, several methods of deferminati...
EXPERIMENTAL STUDY ON SMALL-STRAIN DYNAMIC PROPERTIES OF CEMENTED SOIL
Yang Fang
2013, 43(4): 102-105. doi: 10.13204/j.gyjz201304021
Abstract:
The influence of confining and mixing ratio on small-strain dynamic properties(dynamic shear modulus and damping ratio)of cemented soft soil was studied through GDS resonance column, and the changing regularity of small-strain dynamic properties of c...
FIELD EVALUATION OF DYNAMIC COMPACTION ON SILT FOUNDATION
Chen Zhongqing, Xu Chao, Ye Guanbao, Lu Sheng, Li Junshi
2013, 43(4): 106-110. doi: 10.13204/j.gyjz201304022
Abstract:
An experimental study was made, which focused on the suitability and construction technique of eliminating silt liquefaction using dynamic compaction.During the trial program several items such as surface settlement and groundwater table and excess p...
EXPERIMENT RESEARCH ON CRUSHED CERAMSITE CONCRETE
Wang Shuai, Yang Ming, Zhu Han, Wang Dong, Liu Fei
2013, 43(4): 111-114,101. doi: 10.13204/j.gyjz201304023
Abstract:
As the green building material, ceramsite has good social and economic benefits.But the ceramsite produced in China has the problems of large size, bad gradation and smooth surface, which lead to segregation of ceramsite concrete.By means of experime...
PREPARATION OF INSULATING MASONRY MORTARS FROM CONSTRUCTION WASTE
Su Ru, Bu Xiaojin, Cao Sugai
2013, 43(4): 115-117. doi: 10.13204/j.gyjz201304024
Abstract:
The insulation masonry mortars were prepared from waste aerated concrete.The product is light and has good insulation properties, consuming lots of solid wastes.The mortar is an environment friendly building material, which conforms to China's strate...
STUDY ON STATIC LOAD TESTS OF BOND TYPE ANCHORS FOR CFRP TENDONS
Yu Bujun, Cai Wenhua, Zhang Jiwen, Liang Shuting, Tu Yongming
2013, 43(4): 118-121,155. doi: 10.13204/j.gyjz201304025
Abstract:
To better understand the performance of multi-bond type anchorage encapsulated epoxy for CFRP tendons, static load tests for seven groups of anchor assemblies were carried out.It was studied the destroyed form, load-ship behavior and the strain devel...
FIELD EXPERIMENTAL STUDY ON PUMPABLE CONCRETE POURING LATERAL PRESSURE MECHANISM
Li Chunsheng, Liu Renhuai, Huang Xiaomiao, Zhuang Hongsheng, Feng Guoyao
2013, 43(4): 122-126. doi: 10.13204/j.gyjz201304026
Abstract:
A structural stress monitoring system was used to conduct a field experimental study on concrete side pressure and steel component stress during pouring pumpable concrete by largy formwork.It was revealed that the side pressure distribution law and i...
CONSTRUCTION PROCESS INVERSE SIMULATION ANALYSIS OF CABLE DOME BASED ON ANSYS
Zhao Ping, Sun Shanxing, Zhou Wensheng
2013, 43(4): 127-130. doi: 10.13204/j.gyjz201304027
Abstract:
Based on the practical projects, adopting the nonlinear finite element method, the construction process of cable dome was analyzed.The integral lifting process of the structure was realized through changing the length of the cables and the temperatur...
THIRTY YEARS PROGRESS AND FUTURE PROSPECT OF SPATIAL STRUCTURES IN CHINA
Zhao Jida, Lan Tian
2013, 43(4): 131-138,164. doi: 10.13204/j.gyjz201304028
Abstract:
This paper systematically introduced the technological progress and application of the large span spatial structures in the last thirty years since the establishment of Committee on Spatial Structures.The following topics were reviewed and discussed:...
COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(1)
Tong Gengshu, Zhou Weidong, Zhang Lei
2013, 43(4): 139-143,174. doi: 10.13204/j.gyjz201304029
Abstract:
Comparison of drift limitations in codes and their recommendations for seismic design of building structures in China, Japan, Europe and USA was carried out.It is found through the comparison that there are drift limitations of four levels: the servi...
ANALYSIS OF CONICAL DOUBLE SKIN STEEL TUBES CONFINED CONCRETE STUB COLUMNS SUBJECTED TO AXIAL PARTIAL COMPRESSION
Ren Qingxin, Mo Yaqing, Jia Lianguang, LüYanbo
2013, 43(4): 144-148. doi: 10.13204/j.gyjz201304030
Abstract:
To study the mechanical behavior of conical double skin steel tubes confined concrete stub columns subjected to axial partial compression, it was set up a finite element analysis(FEA) model and the predicted performances were validated through measur...
MECHANICAL BEHAVIOR OF CONICAL CONCRETE-FILLED DOUBLE-SKIN STEEL TUBULAR STUB COLUMNS WITH ENDPLATE UNDER AXIAL PARTIAL COMPRESSION
Ren Qingxin, LüYanbo, Jia Lianguang, Mo Yaqing
2013, 43(4): 149-155. doi: 10.13204/j.gyjz201304031
Abstract:
A finite element analysis(FEA) model for conical concrete-filled double-skin steel tubular stub columns with endplate under axial partial compression was developed and the corresponding tests were conducted.The predicted load versus deformation relat...
FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP SHEETS BONDED WITH INORGANIC MATRIX
Xu Ming, Pang Fangteng, Chen Zhongfan
2013, 43(4): 156-159. doi: 10.13204/j.gyjz201304032
Abstract:
Five RC beams strengthened with CFRP using MOC were tested.Crack patterns, failure modes, strength improvements and stiffness behavior were studied.In the mean time, the influence of the layer of CFRP on the performance of strengthened beams was also...
STRENGTHENING DESIGN OF A IMITATING TIMBER-FRAMED REINFORCED CONCRETE BUILDING CONSTRUCTED DURING THE PERIOD OF THE REPUBLIC OF CHINA
Chun Qing, Yang Guowei, Cao Rongsheng
2013, 43(4): 160-164. doi: 10.13204/j.gyjz201304033
Abstract:
Imitating timber-framed reinforced concrete buildings constructed during the period of the Republic of China are typical architectural heritages with Chinese characteristics.Most of theses buildings bear some important historical and cultural informa...
ENERGY-SAVING DESIGN OF TEACHING BUILDINGS OF HOT IN SUMMER AND COLD IN WINTER REGIONS
Yang Zijiang
2013, 43(4): 165-167. doi: 10.13204/j.gyjz201304034
Abstract:
Comfort is the basis for the design of indoor thermal environment, hence the thermal comfort of energy-efficient buildings has become the goal of people.Taking the scientific building of Hubei Institute of Engineering for example, by means of reasona...
CONSTRUCTION TECHNOLOGY OF SHANGHAI ZHONGSHAN HOSPITAL BULIDING
Zhu Jinfeng
2013, 43(4): 168-174. doi: 10.13204/j.gyjz201304035
Abstract:
According to the characteristics of construction of deep foundation pit in Shanghai, combined with the practice of Shanghai Zhongshan Hospital Comprehensive Building, the following technical measures were used, such as the ventilation lighting techno...