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2007 Vol. 37, No. 10
Display Method:
2007, 37(10): 1-4,8.
doi: 10.13204/j.gyjz200710001
Abstract:
Taking site disposition as the origin of a design, it is exploredthe unique features of different sites, aswell asthe architectural space individualities derived from the site indivi duality, thus constructing an individual overalldesign. It isalso e...
Taking site disposition as the origin of a design, it is exploredthe unique features of different sites, aswell asthe architectural space individualities derived from the site indivi duality, thus constructing an individual overalldesign. It isalso e...
2007, 37(10): 5-8.
doi: 10.13204/j.gyjz200710002
Abstract:
It is minimized the effect of industrial production on environment through the design of all aspects, such asenergy -saving materia-saving, noise reduction, dedusting and waste -recycling etc, as well as the principles of people -oriented and respect...
It is minimized the effect of industrial production on environment through the design of all aspects, such asenergy -saving materia-saving, noise reduction, dedusting and waste -recycling etc, as well as the principles of people -oriented and respect...
2007, 37(10): 9-10,37.
doi: 10.13204/j.gyjz200710003
Abstract:
The individuality and humanization must be manifested in industrial architectures due to the development ofsociety. It is presented in detailthat the spacesof Kunming Hongyun GroupTraining Center and staffs dining room, as wellas their functional des...
The individuality and humanization must be manifested in industrial architectures due to the development ofsociety. It is presented in detailthat the spacesof Kunming Hongyun GroupTraining Center and staffs dining room, as wellas their functional des...
2007, 37(10): 11-14.
doi: 10.13204/j.gyjz200710004
Abstract:
The international competition intensifies day by day along with our country joining WTO. Technical reforms ofdomestic cigarette factories are carried out one after another in order to rise to the challenge, which brings a chance forplanning of the pr...
The international competition intensifies day by day along with our country joining WTO. Technical reforms ofdomestic cigarette factories are carried out one after another in order to rise to the challenge, which brings a chance forplanning of the pr...
2007, 37(10): 15-16,41.
doi: 10.13204/j.gyjz200710005
Abstract:
It is reviewedthat the design of technical reform project of Changsha Cigarette Factory during the 10thFive -YearPlan and also the experience of design processes, from the design ideas and methods.
It is reviewedthat the design of technical reform project of Changsha Cigarette Factory during the 10thFive -YearPlan and also the experience of design processes, from the design ideas and methods.
2007, 37(10): 17-20,100.
doi: 10.13204/j.gyjz200710006
Abstract:
As important as satisfying the competitionneeds of a public gymnasium, campus gymnasium also shouldmeet therequirements of university and college students communication and performance, offer an multifunctional integrative spacewith functions such as...
As important as satisfying the competitionneeds of a public gymnasium, campus gymnasium also shouldmeet therequirements of university and college students communication and performance, offer an multifunctional integrative spacewith functions such as...
2007, 37(10): 21-24,49.
doi: 10.13204/j.gyjz200710007
Abstract:
A new hyperboloid metal roof system is used for the gymnasium in Beijing Institute of Technology. The systemhas been largely improved in aspects as antisepsis, enduarance, weatherproofing, waterproofing, ant-i infiltration, drainage,fireproofing, tem...
A new hyperboloid metal roof system is used for the gymnasium in Beijing Institute of Technology. The systemhas been largely improved in aspects as antisepsis, enduarance, weatherproofing, waterproofing, ant-i infiltration, drainage,fireproofing, tem...
2007, 37(10): 25-27,45.
doi: 10.13204/j.gyjz200710008
Abstract:
There are many problems on conservation and reuse of historic quarters after moving out the warehouses andfactores, which lead to the loss of original features of the site. By studying, it is analyzed summarized and conserved thetypical elements of q...
There are many problems on conservation and reuse of historic quarters after moving out the warehouses andfactores, which lead to the loss of original features of the site. By studying, it is analyzed summarized and conserved thetypical elements of q...
2007, 37(10): 28-32.
doi: 10.13204/j.gyjz200710009
Abstract:
As an innovative vibration -control system, core -tube buildingswith suspension structures have been evoking theattention of researchers, in which the dampers are set between the core -tube and suspended frames to reduce the dynamicresponse of core -...
As an innovative vibration -control system, core -tube buildingswith suspension structures have been evoking theattention of researchers, in which the dampers are set between the core -tube and suspended frames to reduce the dynamicresponse of core -...
2007, 37(10): 33-37.
doi: 10.13204/j.gyjz200710010
Abstract:
Based on the principles of linear optimal active control, this paper develops an optimal active control algorithmcommanding the structure displacement, velocity and acceleration simultaneously, and derives the revisal Riccati equationfrom this. Moreo...
Based on the principles of linear optimal active control, this paper develops an optimal active control algorithmcommanding the structure displacement, velocity and acceleration simultaneously, and derives the revisal Riccati equationfrom this. Moreo...
2007, 37(10): 38-41.
doi: 10.13204/j.gyjz200710011
Abstract:
The shear -lag coefficient and deformation of T -shaped short-leg shear wall are solved based on variationprinciple, various parameters and loading forms which may impact the shear -lag are discussed.The distribution oflongitudinal stress in the flan...
The shear -lag coefficient and deformation of T -shaped short-leg shear wall are solved based on variationprinciple, various parameters and loading forms which may impact the shear -lag are discussed.The distribution oflongitudinal stress in the flan...
2007, 37(10): 42-45.
doi: 10.13204/j.gyjz200710012
Abstract:
The applicabilities of several typical analysis methods for compatibility torsion are compared to each other.Applicable analysis methods must be chosen rationally for different structures. For prestressed concrete edge girders whichare subjected to g...
The applicabilities of several typical analysis methods for compatibility torsion are compared to each other.Applicable analysis methods must be chosen rationally for different structures. For prestressed concrete edge girders whichare subjected to g...
2007, 37(10): 46-49.
doi: 10.13204/j.gyjz200710013
Abstract:
The dapped-end beams are the vital supporting members in the dry rigid dapped -end connections in full precastconcrete frame. The dapped-end beams in all destroyed forms are analyzedwith stru-t and-tie modelmethod and shear-frictiontheory, etc, and c...
The dapped-end beams are the vital supporting members in the dry rigid dapped -end connections in full precastconcrete frame. The dapped-end beams in all destroyed forms are analyzedwith stru-t and-tie modelmethod and shear-frictiontheory, etc, and c...
2007, 37(10): 50-53,72.
doi: 10.13204/j.gyjz200710014
Abstract:
On the basis of briefly analyzing the mathematical model for the saturation -unsaturated seepage flow of porousmedium, the selcetion method of such parameters affecting the seepage finite element calculation result as water and soilcharacteristic cur...
On the basis of briefly analyzing the mathematical model for the saturation -unsaturated seepage flow of porousmedium, the selcetion method of such parameters affecting the seepage finite element calculation result as water and soilcharacteristic cur...
2007, 37(10): 54-57.
doi: 10.13204/j.gyjz200710015
Abstract:
Regarding multilayer base shake-isolation framework as research object, the influence of SSI effect on baseisolated structure by means of the finite element analysis method is studied. The difference of dynamic characteristic andearthquake response o...
Regarding multilayer base shake-isolation framework as research object, the influence of SSI effect on baseisolated structure by means of the finite element analysis method is studied. The difference of dynamic characteristic andearthquake response o...
2007, 37(10): 58-62.
doi: 10.13204/j.gyjz200710016
Abstract:
The vacuum preloading method is used in highway to treat the soft foundation. The average thickness of the siltlayer is about 10m. The vacuum pressure of 80kPa is applied for 150 days to treat the soft clay layer. The settlement is about1. 0m and the...
The vacuum preloading method is used in highway to treat the soft foundation. The average thickness of the siltlayer is about 10m. The vacuum pressure of 80kPa is applied for 150 days to treat the soft clay layer. The settlement is about1. 0m and the...
2007, 37(10): 63-65,83.
doi: 10.13204/j.gyjz200710017
Abstract:
In this testing research, with orthogonal design, it is prepared a high strength concrete (C50) with RA andstudied the influence of water -binder ratio, content of RA, silica fume andfly ash onworkability and compressive strength ofrecycled aggregate...
In this testing research, with orthogonal design, it is prepared a high strength concrete (C50) with RA andstudied the influence of water -binder ratio, content of RA, silica fume andfly ash onworkability and compressive strength ofrecycled aggregate...
2007, 37(10): 66-68,79.
doi: 10.13204/j.gyjz200710018
Abstract:
When mixed with modified polyester fiber, concrete. searly cracks can be decreased. Concrete. s mechanicperformance, capability of impact resistance and impervious behavior can be advanced. When modified polyester fiber isapplied to airport pavement,...
When mixed with modified polyester fiber, concrete. searly cracks can be decreased. Concrete. s mechanicperformance, capability of impact resistance and impervious behavior can be advanced. When modified polyester fiber isapplied to airport pavement,...
2007, 37(10): 69-72.
doi: 10.13204/j.gyjz200710019
Abstract:
Based on the experiment on concrete circular columns confined with polyethylene fiber reinforced polymer(PEFRP) sheets and hybrid fiber sheets of PEFRP sheet and carbon FRP (CFRP) sheet, aramid FRP (AFRP) sheet underaxial compression, it is emphasize...
Based on the experiment on concrete circular columns confined with polyethylene fiber reinforced polymer(PEFRP) sheets and hybrid fiber sheets of PEFRP sheet and carbon FRP (CFRP) sheet, aramid FRP (AFRP) sheet underaxial compression, it is emphasize...
2007, 37(10): 73-75,87.
doi: 10.13204/j.gyjz200710020
Abstract:
The influences of the addition of limestone powder and the mixed addition of limestone powder and slag on theresistance concrete to chloride ion transport are studied, according to RCM method. The results indicate that the addition ofthe limestone po...
The influences of the addition of limestone powder and the mixed addition of limestone powder and slag on theresistance concrete to chloride ion transport are studied, according to RCM method. The results indicate that the addition ofthe limestone po...
RESEARCH ON THE RESPONSE SPECTRUM OF ASEISMIC DESIGN FOR CABLE -TRUSS -SUPPORTED GLASS CURTAIN WALLS
2007, 37(10): 76-79.
doi: 10.13204/j.gyjz200710021
Abstract:
Cable -truss -supported glass curtainwalls are a new type of structures, widely used in large public constructions.Researches have been mainly focused on wind resisting of those structures, while the researches on seismism resisting arelittle. The me...
Cable -truss -supported glass curtainwalls are a new type of structures, widely used in large public constructions.Researches have been mainly focused on wind resisting of those structures, while the researches on seismism resisting arelittle. The me...
2007, 37(10): 80-83.
doi: 10.13204/j.gyjz200710022
Abstract:
Bolted T -stub connection ismodeled by a continuous beam with spring supports that are simplified from preloadedbolt and the compacted plates, from which the formula calculating the initial stiffness of T -stub connection is drawn. Bycomparison with ...
Bolted T -stub connection ismodeled by a continuous beam with spring supports that are simplified from preloadedbolt and the compacted plates, from which the formula calculating the initial stiffness of T -stub connection is drawn. Bycomparison with ...
2007, 37(10): 84-87.
doi: 10.13204/j.gyjz200710023
Abstract:
Based on 3 factors of stud diameter and concrete intensity and steel fibre, orthogonal push -off tests of weldedstud shear connectorswere conducted. The analysis of range and variance shows that the steel fiber inside concrete has noeffect on ultimat...
Based on 3 factors of stud diameter and concrete intensity and steel fibre, orthogonal push -off tests of weldedstud shear connectorswere conducted. The analysis of range and variance shows that the steel fiber inside concrete has noeffect on ultimat...
2007, 37(10): 88-92.
doi: 10.13204/j.gyjz200710024
Abstract:
Test program on the shear behavior of stressed skin diaphragm using profiled sheets connected by the self-tapping screws was carried out, which are constructed according to the detailing in practical engineering. The effects ofdifferent sheeting sect...
Test program on the shear behavior of stressed skin diaphragm using profiled sheets connected by the self-tapping screws was carried out, which are constructed according to the detailing in practical engineering. The effects ofdifferent sheeting sect...
2007, 37(10): 93-97.
doi: 10.13204/j.gyjz200710025
Abstract:
As a new style stiffens measure to CHS joints, IGP was successfully applied to Guangdong Science Center. Twotypical CHS joints were chosen, and elastoplastic FEM method has been used for analyzing. Structure behavior wasunderstood under the influence...
As a new style stiffens measure to CHS joints, IGP was successfully applied to Guangdong Science Center. Twotypical CHS joints were chosen, and elastoplastic FEM method has been used for analyzing. Structure behavior wasunderstood under the influence...
2007, 37(10): 98-100.
doi: 10.13204/j.gyjz200710026
Abstract:
It is analysed and discussed that the factors affecting the design working life for strengthening on existingstructure or its members. And it is also put forward some advices to the design working life for strengthening the existingstructure by consi...
It is analysed and discussed that the factors affecting the design working life for strengthening on existingstructure or its members. And it is also put forward some advices to the design working life for strengthening the existingstructure by consi...
2007, 37(10): 101-105,111.
doi: 10.13204/j.gyjz200710027
Abstract:
Prestress technology is an effective way to use the high strength of FRP composite. The experimental study onflexural performance of strengthening RC beams using prestressed aramid fiber reinforced plastic (AFRP) sheets isconducted, and the effects o...
Prestress technology is an effective way to use the high strength of FRP composite. The experimental study onflexural performance of strengthening RC beams using prestressed aramid fiber reinforced plastic (AFRP) sheets isconducted, and the effects o...
2007, 37(10): 106-107.
doi: 10.13204/j.gyjz200710028
Abstract:
Because of function change and increasing load, the reinforced concrete plates must be strengthened. The externalprestreeing strengthening technology of the plates by unbond steel strand is adopted, practice proved that this technology canimprove the...
Because of function change and increasing load, the reinforced concrete plates must be strengthened. The externalprestreeing strengthening technology of the plates by unbond steel strand is adopted, practice proved that this technology canimprove the...
2007, 37(10): 108-111.
doi: 10.13204/j.gyjz200710029
Abstract:
Currently the condition of a chimney can' t satisfies the normal usage and request of durability but also possiblythreatens structure' s safety. It is studied the reliability and reinforcementtechnique for it. In light of usage condition and theresul...
Currently the condition of a chimney can' t satisfies the normal usage and request of durability but also possiblythreatens structure' s safety. It is studied the reliability and reinforcementtechnique for it. In light of usage condition and theresul...
2007, 37(10): 112-114.
doi: 10.13204/j.gyjz200710030
Abstract:
Arched corrugated steel roof is often used for storage buildings because of its low cost and shorter construction time.The related technical regulations was carried out until 2005 because of the limited research,and collapse accidents were occurred f...
Arched corrugated steel roof is often used for storage buildings because of its low cost and shorter construction time.The related technical regulations was carried out until 2005 because of the limited research,and collapse accidents were occurred f...
2007, 37(10): 115-117.
doi: 10.13204/j.gyjz200710031
Abstract:
This paper mainly presented the design and the construction of extra -long overhanging scaffold. This kind ofstructure is constitute by section steel which stretches outside and pull with the steel wire rope under construction, thenoverhanging gradua...
This paper mainly presented the design and the construction of extra -long overhanging scaffold. This kind ofstructure is constitute by section steel which stretches outside and pull with the steel wire rope under construction, thenoverhanging gradua...
