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2006 Vol. 36, No. 1
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2006, 36(1): 1-4.
doi: 10.13204/j.gyjz200601001
Abstract:
It is expounded the importance of architecturally energy- saving to the construction of an / economy- oriented0 society , the related elements of energy consumption are analyzed, and some effective ways are also proposed.
It is expounded the importance of architecturally energy- saving to the construction of an / economy- oriented0 society , the related elements of energy consumption are analyzed, and some effective ways are also proposed.
2006, 36(1): 5-7.
doi: 10.13204/j.gyjz200601002
Abstract:
It is analysed the status quo and problems of the energy consumption of the existing public buildings in China; and some recommendations are put forward for energy saving reform of the existing public buildings that are the big energy consumers.
It is analysed the status quo and problems of the energy consumption of the existing public buildings in China; and some recommendations are put forward for energy saving reform of the existing public buildings that are the big energy consumers.
2006, 36(1): 8-10.
doi: 10.13204/j.gyjz200601003
Abstract:
The buildingc s outer windows with a large heat transfer coefficient and a poor leak tightness are the key positions, where energy is consumed. It is pointed out that attention shall be paid to the design of outer windows; the overall effects of ligh...
The buildingc s outer windows with a large heat transfer coefficient and a poor leak tightness are the key positions, where energy is consumed. It is pointed out that attention shall be paid to the design of outer windows; the overall effects of ligh...
2006, 36(1): 11-13.
doi: 10.13204/j.gyjz200601004
Abstract:
From the actual conditions of the cold regions, it is discussed the requirement of house windows from building energy efficiency standard. From the two aspects of heat gain and heat loss in buildings, the energy efficiency principles of windows are a...
From the actual conditions of the cold regions, it is discussed the requirement of house windows from building energy efficiency standard. From the two aspects of heat gain and heat loss in buildings, the energy efficiency principles of windows are a...
2006, 36(1): 14-15.
doi: 10.13204/j.gyjz200601005
Abstract:
It is tried to find out the technical ways of energy- saving reform, which are suitable for the local existing buildings, combining the technical reforming practice of building energy-s aving of apartment buildings in universities and colleges, accor...
It is tried to find out the technical ways of energy- saving reform, which are suitable for the local existing buildings, combining the technical reforming practice of building energy-s aving of apartment buildings in universities and colleges, accor...
2006, 36(1): 16-18.
doi: 10.13204/j.gyjz200601006
Abstract:
It has been analyzed and calculated the difference in heat transfer of an enclosure before and after using hea-t preservation wall and energy- saving glass of thermal insulation. And on the basis of the results of the calculations, energysaving measu...
It has been analyzed and calculated the difference in heat transfer of an enclosure before and after using hea-t preservation wall and energy- saving glass of thermal insulation. And on the basis of the results of the calculations, energysaving measu...
2006, 36(1): 19-21.
doi: 10.13204/j.gyjz200601007
Abstract:
On the basis of making investigations, using the analytic hierarchy process, it is set up an operable tertiary evaluation index system with clear hierarchies and integral contents, which can reflect building energy saving. According to network analys...
On the basis of making investigations, using the analytic hierarchy process, it is set up an operable tertiary evaluation index system with clear hierarchies and integral contents, which can reflect building energy saving. According to network analys...
2006, 36(1): 22-26.
doi: 10.13204/j.gyjz200601008
Abstract:
This paper provides several typical mega plane frame designs on condition that the variables are the combination of varying amplification factors of moment at bottom sections of ground floor columns of the minor frame on the major beams. The elastopl...
This paper provides several typical mega plane frame designs on condition that the variables are the combination of varying amplification factors of moment at bottom sections of ground floor columns of the minor frame on the major beams. The elastopl...
2006, 36(1): 27-29.
doi: 10.13204/j.gyjz200601009
Abstract:
It is complicated to calculate the lateral bearing capacity of reinforced concrete(RC) columns under biaxial bending and compression. The lateral bearing capacity is affected by many factors such as section dimension, axial compression ratio, concret...
It is complicated to calculate the lateral bearing capacity of reinforced concrete(RC) columns under biaxial bending and compression. The lateral bearing capacity is affected by many factors such as section dimension, axial compression ratio, concret...
2006, 36(1): 30-33.
doi: 10.13204/j.gyjz200601010
Abstract:
The cracks often appear on the top of concrete floor slab. The reasons of the appearance of cracks are analyzed and inquired into, including the loads and the temperature_shrinkage stresses. The detailing of the top reinforcement of concrete floor sl...
The cracks often appear on the top of concrete floor slab. The reasons of the appearance of cracks are analyzed and inquired into, including the loads and the temperature_shrinkage stresses. The detailing of the top reinforcement of concrete floor sl...
2006, 36(1): 34-36.
doi: 10.13204/j.gyjz200601011
Abstract:
It is a new content to piled mountain and make man_made scene with construction waste in the zoology city construction filed, and it is a novel method of dealing and applying with construction waste. However, the deformation mechanism of construction...
It is a new content to piled mountain and make man_made scene with construction waste in the zoology city construction filed, and it is a novel method of dealing and applying with construction waste. However, the deformation mechanism of construction...
2006, 36(1): 37-39.
doi: 10.13204/j.gyjz200601012
Abstract:
10 000kNm energy levels of experiment dynamic compaction are successfully put in practice on a rubble fill site in a coastal area. The experiment provided the parameters for the design, construction and detection of 10 000kNm dynamic compaction. The ...
10 000kNm energy levels of experiment dynamic compaction are successfully put in practice on a rubble fill site in a coastal area. The experiment provided the parameters for the design, construction and detection of 10 000kNm dynamic compaction. The ...
2006, 36(1): 40-43.
doi: 10.13204/j.gyjz200601013
Abstract:
The shaft resistance of socketed pile is affected with not only the strength of the rock at the end of piles but also the kinds of soil around the piles. Based on the field static load experiment on the large diameter rock socketed piles and the stra...
The shaft resistance of socketed pile is affected with not only the strength of the rock at the end of piles but also the kinds of soil around the piles. Based on the field static load experiment on the large diameter rock socketed piles and the stra...
2006, 36(1): 44-46.
doi: 10.13204/j.gyjz2006010114
Abstract:
The carbonation of concrete is one of the main factors which effect the durability of concrete structure. In the paper, the stress_strain relationship of carbonation concrete was obtained by MTS81 5 servo_control tester. Compared with the normal conc...
The carbonation of concrete is one of the main factors which effect the durability of concrete structure. In the paper, the stress_strain relationship of carbonation concrete was obtained by MTS81 5 servo_control tester. Compared with the normal conc...
2006, 36(1): 47-50.
doi: 10.13204/j.gyjz200601015
Abstract:
The durability experiment of prestressed concrete specimens in the bending tensile status or in the directly compressive status in carbonation environment has been carried out. The degradation mechanism of prestressed concrete structure under the coa...
The durability experiment of prestressed concrete specimens in the bending tensile status or in the directly compressive status in carbonation environment has been carried out. The degradation mechanism of prestressed concrete structure under the coa...
2006, 36(1): 51-53.
doi: 10.13204/j.gyjz200601016
Abstract:
Penetration resistance method is a practical method for testing the compressive strength of mortar in situ. Through comparing the strength of mixed mortar in mortar gap tested by penetration resistance method and the compressive strength of mortar te...
Penetration resistance method is a practical method for testing the compressive strength of mortar in situ. Through comparing the strength of mixed mortar in mortar gap tested by penetration resistance method and the compressive strength of mortar te...
2006, 36(1): 54-57.
doi: 10.13204/j.gyjz200601017
Abstract:
Fiber bragg grating ( FBG ) sensor is a promising measurement technology for strain monitoring in civil engineering. Techniques of installation for FBGs have been explored, and it has been successfully used in construction monitoring of Jiangsu Post ...
Fiber bragg grating ( FBG ) sensor is a promising measurement technology for strain monitoring in civil engineering. Techniques of installation for FBGs have been explored, and it has been successfully used in construction monitoring of Jiangsu Post ...
2006, 36(1): 62-65.
doi: 10.13204/j.gyjz200601019
Abstract:
The study of restoring force plays a very important role in the research on earthquake- res istant structures supposed. By summarizing the study situations of restoring force experiments and models, it is indicated the direction that should be to be.
The study of restoring force plays a very important role in the research on earthquake- res istant structures supposed. By summarizing the study situations of restoring force experiments and models, it is indicated the direction that should be to be.
2006, 36(1): 66-70.
doi: 10.13204/j.gyjz200601020
Abstract:
The design formulae listed Technical Specification for Concrete-Filled Steel Tubular Structures( DBJ 13- 51 - 2003) of Fujian local standard are introduced in this paper. A comparison between the predicted results and test results is carried out. Goo...
The design formulae listed Technical Specification for Concrete-Filled Steel Tubular Structures( DBJ 13- 51 - 2003) of Fujian local standard are introduced in this paper. A comparison between the predicted results and test results is carried out. Goo...
2006, 36(1): 71-74.
doi: 10.13204/j.gyjz200601021
Abstract:
Section geometric properties of channels with different bending degrees of inclined simple edge stiffeners are gained by calculation. It is convenient for solving the buckling stress by hand. The test strengths and failure modes reported by an experi...
Section geometric properties of channels with different bending degrees of inclined simple edge stiffeners are gained by calculation. It is convenient for solving the buckling stress by hand. The test strengths and failure modes reported by an experi...
2006, 36(1): 75-77.
doi: 10.13204/j.gyjz200601022
Abstract:
Eccentrically braced steel frames is a kind of steel structure of tall building with well resistan-t seismic and energy-dissipation. A new analytical model in which degenerate shell element applies to link beams with large deformation and plastic def...
Eccentrically braced steel frames is a kind of steel structure of tall building with well resistan-t seismic and energy-dissipation. A new analytical model in which degenerate shell element applies to link beams with large deformation and plastic def...
2006, 36(1): 78-79.
doi: 10.13204/j.gyjz200601023
Abstract:
The table H.2.3 - 1 in the Appendix H of Code for Seismic Des ign of Buildings ( GB 50011 - 2001 ) is unsuitable for the bottom shear method. The effec-t adjusting coefficient suitable for the bottom shear method is given through the calculation of l...
The table H.2.3 - 1 in the Appendix H of Code for Seismic Des ign of Buildings ( GB 50011 - 2001 ) is unsuitable for the bottom shear method. The effec-t adjusting coefficient suitable for the bottom shear method is given through the calculation of l...
2006, 36(1): 80-84.
doi: 10.13204/j.gyjz200601024
Abstract:
The specifications for design of Steel Reinforced Concrete ( SRC ) structures of the foreign countries such as Japan, USA were introduced at first, and the two specifications for design of SRC structures in our country, which are the Technical Specif...
The specifications for design of Steel Reinforced Concrete ( SRC ) structures of the foreign countries such as Japan, USA were introduced at first, and the two specifications for design of SRC structures in our country, which are the Technical Specif...
2006, 36(1): 85-87.
doi: 10.13204/j.gyjz200601025
Abstract:
There are three stone decorated archways in the so called small forest of stone tabletTemple of Western Hua Mountain, and the Shao Hao decorated archways were seriously inclined and clapped out by accident natural disasters. To renew its great histor...
There are three stone decorated archways in the so called small forest of stone tabletTemple of Western Hua Mountain, and the Shao Hao decorated archways were seriously inclined and clapped out by accident natural disasters. To renew its great histor...
2006, 36(1): 88-90.
doi: 10.13204/j.gyjz200601026
Abstract:
It is engaged in the analysis of the damages to concrete after fire and is summarized the studies of the detection methods of fire- damaged concrete in recent years. A discussion is made on the features and development trend of the detection of fire-...
It is engaged in the analysis of the damages to concrete after fire and is summarized the studies of the detection methods of fire- damaged concrete in recent years. A discussion is made on the features and development trend of the detection of fire-...
2006, 36(1): 91-93.
doi: 10.13204/j.gyjz200601027
Abstract:
The prestressed broken line roof truss of 24m span was used for a factory building. Cracks occurred on the roof truss beam during the process of hoisting. This accident reason was analyzed in detail. Pressure- grouting of epoxy resin and pasting stee...
The prestressed broken line roof truss of 24m span was used for a factory building. Cracks occurred on the roof truss beam during the process of hoisting. This accident reason was analyzed in detail. Pressure- grouting of epoxy resin and pasting stee...
2006, 36(1): 94-96.
doi: 10.13204/j.gyjz200601028
Abstract:
Consideration, exploration and expression of an architectural design are expounded on the preconditions of special site environment, geographic condition and enterprise image, through the creation of the design scheme of office building for Daqing Oi...
Consideration, exploration and expression of an architectural design are expounded on the preconditions of special site environment, geographic condition and enterprise image, through the creation of the design scheme of office building for Daqing Oi...
2006, 36(1): 97-100.
doi: 10.13204/j.gyjz200601029
Abstract:
The prestressed cable- latticed frame- truss arch roof structure is designed for Yangtze River Trunk Stream Model Hall, this space structure is still the precedent at the moment at home. It is introduced the lectotype of this structure design, which ...
The prestressed cable- latticed frame- truss arch roof structure is designed for Yangtze River Trunk Stream Model Hall, this space structure is still the precedent at the moment at home. It is introduced the lectotype of this structure design, which ...
2006, 36(1): 101-102.
doi: 10.13204/j.gyjz200601030
Abstract:
It belongs super_architecture describing an ideal imagination of architecture in the future. For this, it is attempted to supass the cultural category lembodied by the traditional thinking model. Meanwhile, it is not considered that the discussions i...
It belongs super_architecture describing an ideal imagination of architecture in the future. For this, it is attempted to supass the cultural category lembodied by the traditional thinking model. Meanwhile, it is not considered that the discussions i...
