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2011 Vol. 41, No. 11
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2011, 41(11): 1-5.
doi: 10.13204/j.gyjz201111001
Abstract:
Shanghai Chenshan Botanic Garden is the auxiliary project of Shanghai Expo 2010,which illustrates Better city,better life by means of green.In the field of public buildings,the design of Shanghai Chenshan Botanic Garden showed us an extraordinary wor...
Shanghai Chenshan Botanic Garden is the auxiliary project of Shanghai Expo 2010,which illustrates Better city,better life by means of green.In the field of public buildings,the design of Shanghai Chenshan Botanic Garden showed us an extraordinary wor...
2011, 41(11): 6-10,24.
doi: 10.13204/j.gyjz201111002
Abstract:
Tall fill was needed close to buildings in Shanghai Chenshan Botanical Garden.The project was done in Shanghai where there was little referred project experience.Based on this project design and construction,the adverse impacts on the near buildings ...
Tall fill was needed close to buildings in Shanghai Chenshan Botanical Garden.The project was done in Shanghai where there was little referred project experience.Based on this project design and construction,the adverse impacts on the near buildings ...
2011, 41(11): 11-15.
doi: 10.13204/j.gyjz201111003
Abstract:
Tall fill was needed near the scientific research center which was one of the important multifunctional buildings in Shanghai Chenshan Botanical Garden.Research on the experiment dam,refutations of the design parameters,horizontal force transmission ...
Tall fill was needed near the scientific research center which was one of the important multifunctional buildings in Shanghai Chenshan Botanical Garden.Research on the experiment dam,refutations of the design parameters,horizontal force transmission ...
2011, 41(11): 16-19,29.
doi: 10.13204/j.gyjz201111004
Abstract:
The ultimate bearing capacity of 28 m long pipe pile was analyzed by FLAC 3D.The numerical simulation of construction management plan of main entrance buildings was done.The measures for reducing the adverse impacts of the tall fill were studied.By e...
The ultimate bearing capacity of 28 m long pipe pile was analyzed by FLAC 3D.The numerical simulation of construction management plan of main entrance buildings was done.The measures for reducing the adverse impacts of the tall fill were studied.By e...
2011, 41(11): 20-24.
doi: 10.13204/j.gyjz201111005
Abstract:
The tallest fill was located in the nearby entrance multi-functional building that was one of the important buildings in Shanghai Chenshan Botanical Garden.Original solution was modified completely due to the pressing time limit and the rise pile cap...
The tallest fill was located in the nearby entrance multi-functional building that was one of the important buildings in Shanghai Chenshan Botanical Garden.Original solution was modified completely due to the pressing time limit and the rise pile cap...
2011, 41(11): 25-29.
doi: 10.13204/j.gyjz201111006
Abstract:
In order to reduce the the adverse impacts of the tall fill on the nearby buildings,the embankment piles were widely used in Shanghai Chenshan Botanical Garden and played a significant role between major structures retaining wall and the tall fill.Th...
In order to reduce the the adverse impacts of the tall fill on the nearby buildings,the embankment piles were widely used in Shanghai Chenshan Botanical Garden and played a significant role between major structures retaining wall and the tall fill.Th...
2011, 41(11): 30-35,49.
doi: 10.13204/j.gyjz201111007
Abstract:
There are three greenhouses in Shanghai Chenshan Botanical Garden.All greenhouses are free-formed with different dimensions but with similar topology,and whose main structural form is single-layer aluminum alloy reticulate shell.In this paper,some im...
There are three greenhouses in Shanghai Chenshan Botanical Garden.All greenhouses are free-formed with different dimensions but with similar topology,and whose main structural form is single-layer aluminum alloy reticulate shell.In this paper,some im...
2011, 41(11): 36-41.
doi: 10.13204/j.gyjz201111008
Abstract:
Aluminum alloy single-layer reticulated shell was adopted for the Shanghai Botanical Garden greenhouses.The longest greenhouse was about 200 m,which belonged to overlength structures.So one of the difficulties of structure design was how to reduce th...
Aluminum alloy single-layer reticulated shell was adopted for the Shanghai Botanical Garden greenhouses.The longest greenhouse was about 200 m,which belonged to overlength structures.So one of the difficulties of structure design was how to reduce th...
2011, 41(11): 42-44.
doi: 10.13204/j.gyjz201111009
Abstract:
Based on the structural characteristics of the greenhouse project in Shanghai Chenshan Botanical Garden,it was expounded the difficulties of the foundation design.The step-by-step design was used in this project.Key measures for reducing the uneven s...
Based on the structural characteristics of the greenhouse project in Shanghai Chenshan Botanical Garden,it was expounded the difficulties of the foundation design.The step-by-step design was used in this project.Key measures for reducing the uneven s...
2011, 41(11): 45-49.
doi: 10.13204/j.gyjz201111010
Abstract:
In the modern urban development process,because of the change of city planning,industries moved into industrial parks,and the original industrial buildings were abandoned.Among them,some industrial building have prominent characteristics,intact struc...
In the modern urban development process,because of the change of city planning,industries moved into industrial parks,and the original industrial buildings were abandoned.Among them,some industrial building have prominent characteristics,intact struc...
2011, 41(11): 50-53.
doi: 10.13204/j.gyjz201111011
Abstract:
With the issue of sustainable development occupying an increasingly important role in human life,the pattern of modern industrial development is also facing with new challenges.In this paper,aiming at the sustainable development and ecological strate...
With the issue of sustainable development occupying an increasingly important role in human life,the pattern of modern industrial development is also facing with new challenges.In this paper,aiming at the sustainable development and ecological strate...
2011, 41(11): 54-59.
doi: 10.13204/j.gyjz201111012
Abstract:
The key of protection about industrial heritages is to find.To find valuable heritages from countless resources becomes a prerequisite for scientific protection and adaptive-reuse.Based on it,it analyzes the current situation about the industrial her...
The key of protection about industrial heritages is to find.To find valuable heritages from countless resources becomes a prerequisite for scientific protection and adaptive-reuse.Based on it,it analyzes the current situation about the industrial her...
2011, 41(11): 60-65.
doi: 10.13204/j.gyjz201111013
Abstract:
One unstrengthened low strength cavity wall and three cavity walls strengthened with high strength steel wire and polymer mortar were tested under low frequency cyclic horizontal load.The failure mode,ultimate strength,hysteresis loops,stiffness degr...
One unstrengthened low strength cavity wall and three cavity walls strengthened with high strength steel wire and polymer mortar were tested under low frequency cyclic horizontal load.The failure mode,ultimate strength,hysteresis loops,stiffness degr...
2011, 41(11): 66-70.
doi: 10.13204/j.gyjz201111014
Abstract:
It is found that the calculated flexural capacity from formula provided in the code is significantly larger than the numerical results and test results when the axial load ratio is low,and is much smaller when the ratio is high.In order to overcome t...
It is found that the calculated flexural capacity from formula provided in the code is significantly larger than the numerical results and test results when the axial load ratio is low,and is much smaller when the ratio is high.In order to overcome t...
2011, 41(11): 71-75.
doi: 10.13204/j.gyjz201111015
Abstract:
The multi-ribbed composite wall is a new building structure which possesses the characteristics of the load-bearing,enclosure,energy saving and anti-seism.It is monolithically cast of the invisible frame、prefabricated multi-ribbed composite wall and ...
The multi-ribbed composite wall is a new building structure which possesses the characteristics of the load-bearing,enclosure,energy saving and anti-seism.It is monolithically cast of the invisible frame、prefabricated multi-ribbed composite wall and ...
2011, 41(11): 76-80.
doi: 10.13204/j.gyjz201111016
Abstract:
Based on 6 steel fiber reinforced concrete beams and 2 non-doped beams both with grade HRB500 reinforcement of low-cost and high-performance,its failure modes and carrying capacities with different dosage of steel fiber are analyzed.To test whether t...
Based on 6 steel fiber reinforced concrete beams and 2 non-doped beams both with grade HRB500 reinforcement of low-cost and high-performance,its failure modes and carrying capacities with different dosage of steel fiber are analyzed.To test whether t...
2011, 41(11): 81-84,88.
doi: 10.13204/j.gyjz201111017
Abstract:
Compression property is the main mechanical property of recycled concrete hollow block masonry.From the compression test of members for a masonry,it is researched the compression strength,elastic modulus,the stress-strain curve and Poisson ratio.At t...
Compression property is the main mechanical property of recycled concrete hollow block masonry.From the compression test of members for a masonry,it is researched the compression strength,elastic modulus,the stress-strain curve and Poisson ratio.At t...
2011, 41(11): 85-88.
doi: 10.13204/j.gyjz201111018
Abstract:
It is examined the influence of lateral impact loading rate,longitudinal reinforcement ratio and stirrup ratio on the failure mode,lateral bearing capacity of RC columns by experimental research on the dynamic response of RC columns under lateral imp...
It is examined the influence of lateral impact loading rate,longitudinal reinforcement ratio and stirrup ratio on the failure mode,lateral bearing capacity of RC columns by experimental research on the dynamic response of RC columns under lateral imp...
2011, 41(11): 89-91.
doi: 10.13204/j.gyjz201111019
Abstract:
On the basis of tests including the experiments of 6 compressive specimens and 12 shear specimens,the failure pattern,the cracking resistant load,the ultimate capacity and deformation capacity of concrete block masonry are analyzed.The results show t...
On the basis of tests including the experiments of 6 compressive specimens and 12 shear specimens,the failure pattern,the cracking resistant load,the ultimate capacity and deformation capacity of concrete block masonry are analyzed.The results show t...
2011, 41(11): 92-95.
doi: 10.13204/j.gyjz201111020
Abstract:
Joint is a key structure to the precast segmental construction bridge,and also is the weak link.Whether the shear behavior of joint structure is good or bad will directly affect the carrying capacity of whole bridge.However,there is not much study on...
Joint is a key structure to the precast segmental construction bridge,and also is the weak link.Whether the shear behavior of joint structure is good or bad will directly affect the carrying capacity of whole bridge.However,there is not much study on...
2011, 41(11): 96-99,103.
doi: 10.13204/j.gyjz201111021
Abstract:
This paper based on the example of a basement in the constructed building which has its concrete poured and temperature controlled.And then it expounds that the works on pilot calculation of temperature-controlling should be executed during the const...
This paper based on the example of a basement in the constructed building which has its concrete poured and temperature controlled.And then it expounds that the works on pilot calculation of temperature-controlling should be executed during the const...
2011, 41(11): 100-103.
doi: 10.13204/j.gyjz201111022
Abstract:
The construction process and design of inducing joint for an underground project of Changzhou are analyzed.The design details and construction program are introduced.After construction,the fissures of two wallboards are described.The results show tha...
The construction process and design of inducing joint for an underground project of Changzhou are analyzed.The design details and construction program are introduced.After construction,the fissures of two wallboards are described.The results show tha...
2011, 41(11): 104-109.
doi: 10.13204/j.gyjz201111023
Abstract:
In GB 500102002,the Mu-Nu relevant curve composed of two relevant curves couldn't transit well,and the small eccentric curves couldn't be connected with the axial point,which cause the calculation results with small eccentric formula near axial compr...
In GB 500102002,the Mu-Nu relevant curve composed of two relevant curves couldn't transit well,and the small eccentric curves couldn't be connected with the axial point,which cause the calculation results with small eccentric formula near axial compr...
2011, 41(11): 110-115.
doi: 10.13204/j.gyjz201111024
Abstract:
The tension forming process of cable-net structures in construction is the process of solving unstable equilibriums,in which the mechanism and elastic deformation are coupled.On the basis of unstressed cable length,an analytical parabolic cable eleme...
The tension forming process of cable-net structures in construction is the process of solving unstable equilibriums,in which the mechanism and elastic deformation are coupled.On the basis of unstressed cable length,an analytical parabolic cable eleme...
2011, 41(11): 116-119,59.
doi: 10.13204/j.gyjz201111025
Abstract:
To study the mechanical performance of FRP-steel composite tube concrete flexural components,a steel tube concrete flexural component and two FRP-steel composite tube flexural components were experimentally investigated.Two FRP-steel composite tube c...
To study the mechanical performance of FRP-steel composite tube concrete flexural components,a steel tube concrete flexural component and two FRP-steel composite tube flexural components were experimentally investigated.Two FRP-steel composite tube c...
2011, 41(11): 120-124,109.
doi: 10.13204/j.gyjz201111026
Abstract:
A total of 6 concrete-filled circular steel tubular columns were tested under eccentric load of unequal end-moment.The primary parameters in the tests were end-moment ratio and max eccentricity.The results show that all the specimens were destroyed d...
A total of 6 concrete-filled circular steel tubular columns were tested under eccentric load of unequal end-moment.The primary parameters in the tests were end-moment ratio and max eccentricity.The results show that all the specimens were destroyed d...
2011, 41(11): 125-129.
doi: 10.13204/j.gyjz201111027
Abstract:
Based on the random earthquake field theory,the spatial correlation and non-stationary shaking field with engineering conditions was artificially synthesized,and its correlation analysis was worked in this paper.The seismic response of the general la...
Based on the random earthquake field theory,the spatial correlation and non-stationary shaking field with engineering conditions was artificially synthesized,and its correlation analysis was worked in this paper.The seismic response of the general la...
2011, 41(11): 130-133.
doi: 10.13204/j.gyjz201111028
Abstract:
Under the twin shear unified strength theory,the research on the axial bearing capacity of FPR-concrete-steel double-skin tubular short columns was carried out.Through considering the influence of intermediate principal stress and the normal stress o...
Under the twin shear unified strength theory,the research on the axial bearing capacity of FPR-concrete-steel double-skin tubular short columns was carried out.Through considering the influence of intermediate principal stress and the normal stress o...
2011, 41(11): 134-137.
doi: 10.13204/j.gyjz201111029
Abstract:
The structural performance of a fishery workshop in Weihai was detected after fire.The mortar compressive strength was detected by penetration method,the concrete strength was measured according to the drilling concrete samples,and residual bearing c...
The structural performance of a fishery workshop in Weihai was detected after fire.The mortar compressive strength was detected by penetration method,the concrete strength was measured according to the drilling concrete samples,and residual bearing c...
2011, 41(11): 138-141,153.
doi: 10.13204/j.gyjz201111030
Abstract:
It has been investigated and analyzed the low-cost energy-saving reconstruction technology of large commercial buildings,and also compared various kinds of technologyes.It is pointed out that fuzzy frequency control technology of main engine room,rep...
It has been investigated and analyzed the low-cost energy-saving reconstruction technology of large commercial buildings,and also compared various kinds of technologyes.It is pointed out that fuzzy frequency control technology of main engine room,rep...
2011, 41(11): 142-145,149.
doi: 10.13204/j.gyjz201111031
Abstract:
Using the ASTM C1202 method and the NEL method,the experimental study on the impermeability to chloride ions of high performance concrete was performed,including high performance concrete mixed with only slag and mixed with compound mineral admixture...
Using the ASTM C1202 method and the NEL method,the experimental study on the impermeability to chloride ions of high performance concrete was performed,including high performance concrete mixed with only slag and mixed with compound mineral admixture...
2011, 41(11): 146-149.
doi: 10.13204/j.gyjz201111032
Abstract:
The deep changes of modern society lead to the evolution of the university education opinion.Following the advancement of economic and technology,as well as the continuous develupment and reneual it is necessary to seek the fitting idea and method of...
The deep changes of modern society lead to the evolution of the university education opinion.Following the advancement of economic and technology,as well as the continuous develupment and reneual it is necessary to seek the fitting idea and method of...
2011, 41(11): 150-153.
doi: 10.13204/j.gyjz201111033
Abstract:
From the power supply building scheme design of Xuancheng Power Company,the architecture experience of Huizhou characteristic space is initiated.It is explained rationally how to use the shared space of the traditional building in a modern office bui...
From the power supply building scheme design of Xuancheng Power Company,the architecture experience of Huizhou characteristic space is initiated.It is explained rationally how to use the shared space of the traditional building in a modern office bui...
