Login
Register
E-alert
2006 Vol. 36, No. 11
Display Method:
2006, 36(11): 1-5,10.
doi: 10.13204/j.gyjz200611001
Abstract:
The technology of recycled concrete restores the original performance of waste concrete by re-processing of the waste concrete and forms new building material through reasonable design of mix proportions,thus reuses the waste resource and solves the ...
The technology of recycled concrete restores the original performance of waste concrete by re-processing of the waste concrete and forms new building material through reasonable design of mix proportions,thus reuses the waste resource and solves the ...
2006, 36(11): 6-10.
doi: 10.13204/j.gyjz200611002
Abstract:
Based on theoretical analysis results,the indexes of the axial compression and flexural bearing capacities of concrete filled steel tube after exposure to fire are discussed.The simplified formulae for the calculation of the post-fire axial compressi...
Based on theoretical analysis results,the indexes of the axial compression and flexural bearing capacities of concrete filled steel tube after exposure to fire are discussed.The simplified formulae for the calculation of the post-fire axial compressi...
2006, 36(11): 11-14,36.
doi: 10.13204/j.gyjz200611003
Abstract:
Load-deformation relationship curves of concrete filled double-skin steel tubes(CFDST) subjected to axial compression are analyzed by finite element analysis(using ABAQUS software).The outer steel tubes and the inner steel tubes are circular hollow s...
Load-deformation relationship curves of concrete filled double-skin steel tubes(CFDST) subjected to axial compression are analyzed by finite element analysis(using ABAQUS software).The outer steel tubes and the inner steel tubes are circular hollow s...
2006, 36(11): 15-18,61.
doi: 10.13204/j.gyjz200611004
Abstract:
A total of five specimens were tested under pure bending to investigate the behavior of concrete filled double-skin steel tubular(CFDST) beams.The specimens were fabricated with circular hollow section(CHS) as outer and inner skins.The parameters var...
A total of five specimens were tested under pure bending to investigate the behavior of concrete filled double-skin steel tubular(CFDST) beams.The specimens were fabricated with circular hollow section(CHS) as outer and inner skins.The parameters var...
2006, 36(11): 19-22.
doi: 10.13204/j.gyjz200611005
Abstract:
By considering the effect of initial imperfection,ABAQUS software is used to perform nonlinear finite element analysis of behaviour of square concrete-filled thin-walled steel tubes under axial compression.The calculated load-deformation curves are i...
By considering the effect of initial imperfection,ABAQUS software is used to perform nonlinear finite element analysis of behaviour of square concrete-filled thin-walled steel tubes under axial compression.The calculated load-deformation curves are i...
2006, 36(11): 23-26,41.
doi: 10.13204/j.gyjz200611006
Abstract:
It is attempted to study the compressive behavior of curved concrete-filled circular steel tubular struts.Nonlinear finite element analysis softwareABAQUS is used for the analysis of load versus deformation relations of the strut members.The calculat...
It is attempted to study the compressive behavior of curved concrete-filled circular steel tubular struts.Nonlinear finite element analysis softwareABAQUS is used for the analysis of load versus deformation relations of the strut members.The calculat...
2006, 36(11): 27-31,22.
doi: 10.13204/j.gyjz200611007
Abstract:
Tests on eight concrete filled steel tubular(CFST) column-reinforced concrete (RC) beam joints enclosed by rebars under reversed loading were carried out.The failure patterns,hysteretic characteristics,shear transformation,rebar and steel bracket def...
Tests on eight concrete filled steel tubular(CFST) column-reinforced concrete (RC) beam joints enclosed by rebars under reversed loading were carried out.The failure patterns,hysteretic characteristics,shear transformation,rebar and steel bracket def...
2006, 36(11): 32-36.
doi: 10.13204/j.gyjz200611008
Abstract:
The bond behavior between steel tube and core concrete of concrete filled steel tubes under loading is one of the focal points that are concerned by the designers and researchersd.It is an important basis for the design of the connection in concrete ...
The bond behavior between steel tube and core concrete of concrete filled steel tubes under loading is one of the focal points that are concerned by the designers and researchersd.It is an important basis for the design of the connection in concrete ...
2006, 36(11): 37-41.
doi: 10.13204/j.gyjz200611009
Abstract:
Used of the theoretical model for the analysis of fire resistance of bar-reinforced concrete filled square steel tubes,factors affecting the fire resistance,such as sectional dimension;slenderness ratio;steel ratio;strength of materials;eccentricity;...
Used of the theoretical model for the analysis of fire resistance of bar-reinforced concrete filled square steel tubes,factors affecting the fire resistance,such as sectional dimension;slenderness ratio;steel ratio;strength of materials;eccentricity;...
2006, 36(11): 42-44.
doi: 10.13204/j.gyjz200611010
Abstract:
Based on the general analysis of high-tech architecture,it is found out that the trend of high-tech design of modern industrial architectures should lay an emphasis on building services as well as space,structure and envelope.It is also pointed out m...
Based on the general analysis of high-tech architecture,it is found out that the trend of high-tech design of modern industrial architectures should lay an emphasis on building services as well as space,structure and envelope.It is also pointed out m...
2006, 36(11): 45-47,55.
doi: 10.13204/j.gyjz200611011
Abstract:
Confronting the weakening and disappearance of leading consciousness of industry architectural design in the domain of bringing forth new ideas of architectural design,it is analysed the puzzled problems in architectural design creation and traced ba...
Confronting the weakening and disappearance of leading consciousness of industry architectural design in the domain of bringing forth new ideas of architectural design,it is analysed the puzzled problems in architectural design creation and traced ba...
2006, 36(11): 48-51,66.
doi: 10.13204/j.gyjz200611012
Abstract:
Based on analyzing the situation of the culture of traditional vernacular dwellings,it is put forward the concept of `ecological culture of the rural settlements',and relevant theories such as ecology,landscape,and building physics are applied to a f...
Based on analyzing the situation of the culture of traditional vernacular dwellings,it is put forward the concept of `ecological culture of the rural settlements',and relevant theories such as ecology,landscape,and building physics are applied to a f...
2006, 36(11): 52-55.
doi: 10.13204/j.gyjz200611013
Abstract:
In view of the outstanding problem that the stiffness formula of the flexural member in the currentCode for Design of Concrete Structures(GB 50010-2002) can only be used for one-way flexural member,the two-way slab strip superposition method for calc...
In view of the outstanding problem that the stiffness formula of the flexural member in the currentCode for Design of Concrete Structures(GB 50010-2002) can only be used for one-way flexural member,the two-way slab strip superposition method for calc...
2006, 36(11): 56-58.
doi: 10.13204/j.gyjz200611014
Abstract:
Full-size specimens of the double-ball anchorage system used in prestressed concrete structures were tested to investigate its behavior under sustained loads,its maximum load-carrying capacity and the influence of stress levels of sustained loads on ...
Full-size specimens of the double-ball anchorage system used in prestressed concrete structures were tested to investigate its behavior under sustained loads,its maximum load-carrying capacity and the influence of stress levels of sustained loads on ...
2006, 36(11): 59-61.
doi: 10.13204/j.gyjz200611015
Abstract:
The stress distribution and variation regularity of continuous wall beam with portal are analyzed by finite element method and figures,as well as tables,then interaction between continuous wall beam and trimmer beam,and stress distribution can be cal...
The stress distribution and variation regularity of continuous wall beam with portal are analyzed by finite element method and figures,as well as tables,then interaction between continuous wall beam and trimmer beam,and stress distribution can be cal...
2006, 36(11): 62-66.
doi: 10.13204/j.gyjz200611016
Abstract:
Utilizing finite element method,it is made the performance analysis of contribution of in-filled block in composite wall to anti-compression,distribution feature and law of axial force under vertical load.Using cross-section shape and size of frame c...
Utilizing finite element method,it is made the performance analysis of contribution of in-filled block in composite wall to anti-compression,distribution feature and law of axial force under vertical load.Using cross-section shape and size of frame c...
2006, 36(11): 67-71,108.
doi: 10.13204/j.gyjz200611017
Abstract:
It is Simulated the elastoplastic response of the reinforced concrete single-storey industrial mill buildings subjected to the artificial earthquake wave by simulating the time and the intensity of an earthquake.Combining with structural safety,durab...
It is Simulated the elastoplastic response of the reinforced concrete single-storey industrial mill buildings subjected to the artificial earthquake wave by simulating the time and the intensity of an earthquake.Combining with structural safety,durab...
2006, 36(11): 72-75,86.
doi: 10.13204/j.gyjz200611018
Abstract:
The dynamic response of a saturated foundation,due to an axisymmetric load,is investigated theoretically by developing the coupling thermo-hydro-mechanical governing equations.The material of foundation,obeying Biot's dynamic poroelastic theory,is id...
The dynamic response of a saturated foundation,due to an axisymmetric load,is investigated theoretically by developing the coupling thermo-hydro-mechanical governing equations.The material of foundation,obeying Biot's dynamic poroelastic theory,is id...
2006, 36(11): 76-82,97.
doi: 10.13204/j.gyjz200611019
Abstract:
By considering consolidation and rheological characteristics of Shanghai saturated soils and three soil layers calculated model in which the compressible strata of pile toe is sand,the numerical simulation of settlement characteristics of bored pile ...
By considering consolidation and rheological characteristics of Shanghai saturated soils and three soil layers calculated model in which the compressible strata of pile toe is sand,the numerical simulation of settlement characteristics of bored pile ...
2006, 36(11): 83-86.
doi: 10.13204/j.gyjz200611020
Abstract:
Deformation monitoring plays important role in excavation-engineering work.As to different monitoring spots,some relevant monitoring targets are selected.MGM(1,n) model,used to proceed a synthesizing prediction,embodies the inner relationship of the ...
Deformation monitoring plays important role in excavation-engineering work.As to different monitoring spots,some relevant monitoring targets are selected.MGM(1,n) model,used to proceed a synthesizing prediction,embodies the inner relationship of the ...
2006, 36(11): 87-89.
doi: 10.13204/j.gyjz200611021
Abstract:
Bonding behaviour is one of the important performances of waterpoofing material,which plays an important role in layer stability for concrete bridge decks.The bonding performance is studied by the pull-out testing.The testing results show that there ...
Bonding behaviour is one of the important performances of waterpoofing material,which plays an important role in layer stability for concrete bridge decks.The bonding performance is studied by the pull-out testing.The testing results show that there ...
2006, 36(11): 90-93.
doi: 10.13204/j.gyjz200611022
Abstract:
The high performance concrete's impermeability to chloride ions is studied using the method in ASTM C1202.The result shows that the decrease of W/C ratio can reduce the penetration of chloride ions into the concrete,but the impermeability of the conc...
The high performance concrete's impermeability to chloride ions is studied using the method in ASTM C1202.The result shows that the decrease of W/C ratio can reduce the penetration of chloride ions into the concrete,but the impermeability of the conc...
2006, 36(11): 94-97.
doi: 10.13204/j.gyjz200611023
Abstract:
The compressive and flexural strengths of three types of synthetic structural fiber reinforced concretes are researched and the load-deformation curves are recorded.By JSCE the beding toughness and bending toughness coefficient are calculated.By pull...
The compressive and flexural strengths of three types of synthetic structural fiber reinforced concretes are researched and the load-deformation curves are recorded.By JSCE the beding toughness and bending toughness coefficient are calculated.By pull...
2006, 36(11): 98-101,105.
doi: 10.13204/j.gyjz200611024
Abstract:
If a tower crane is located at the top of a frame structure,the steel beams will be installed under the crane to undertake its weight.The body of the crane shall be connected with the original beams and slabs of the roof.The overturning moment of the...
If a tower crane is located at the top of a frame structure,the steel beams will be installed under the crane to undertake its weight.The body of the crane shall be connected with the original beams and slabs of the roof.The overturning moment of the...
2006, 36(11): 102-105.
doi: 10.13204/j.gyjz200611025
Abstract:
The requirements for allowable stress design of masonry were retained and strength design provisions were first included in the American Building Code Requirements for Masonry Structures(ACI 530-02/ASCE 5-02/TMS 402-02) in the 2002 edition.Allowable ...
The requirements for allowable stress design of masonry were retained and strength design provisions were first included in the American Building Code Requirements for Masonry Structures(ACI 530-02/ASCE 5-02/TMS 402-02) in the 2002 edition.Allowable ...
2006, 36(11): 106-108.
doi: 10.13204/j.gyjz200611026
Abstract:
Based on the analysis of the relation of moment and curvature of prestressed concrete hollow slabs strengthened with CFRP plate,the moment and curvature of a specified section are given,namely,the curve of M-.The computed result is compared with that...
Based on the analysis of the relation of moment and curvature of prestressed concrete hollow slabs strengthened with CFRP plate,the moment and curvature of a specified section are given,namely,the curve of M-.The computed result is compared with that...
2006, 36(11): 109-110,114.
doi: 10.13204/j.gyjz200611027
Abstract:
It is introduced that the storey-adding design and construction of an office building;it is also solved the technical problems and reduced the amount of the strengthening project using an outer frame structural system,unbonded prestressed underpinned...
It is introduced that the storey-adding design and construction of an office building;it is also solved the technical problems and reduced the amount of the strengthening project using an outer frame structural system,unbonded prestressed underpinned...
2006, 36(11): 111-114.
doi: 10.13204/j.gyjz200611028
Abstract:
Early transformer substation outdoor trusses are all structured in reinforced concrete.Du to the structure feature of the concrete,technical limit and construction quality in the old days,with years' operation,corrosion of craze and peeling wildly ap...
Early transformer substation outdoor trusses are all structured in reinforced concrete.Du to the structure feature of the concrete,technical limit and construction quality in the old days,with years' operation,corrosion of craze and peeling wildly ap...
2006, 36(11): 115-118.
doi: 10.13204/j.gyjz200611029
Abstract:
Based on the analysis of functional structure and landsacpe elements,and combining with project practice of Yonger West Production Base,it is proposed the aims of landscape design of factories,and discussed design points of landscape boundaries,lands...
Based on the analysis of functional structure and landsacpe elements,and combining with project practice of Yonger West Production Base,it is proposed the aims of landscape design of factories,and discussed design points of landscape boundaries,lands...
2006, 36(11): 119-122.
doi: 10.13204/j.gyjz200611030
Abstract:
Based on the presentation Structural Design of the Burj Dubai Tower by William F.Baker on the International Seminar of Design and Construction Technologies of Super High-Rise Buildings,which has been held in Shanghai on May 15～16,2006,a brief introdu...
Based on the presentation Structural Design of the Burj Dubai Tower by William F.Baker on the International Seminar of Design and Construction Technologies of Super High-Rise Buildings,which has been held in Shanghai on May 15～16,2006,a brief introdu...
