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2004 Vol. 34, No. 2
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2004, 34(2): 1-4.
doi: 10.13204/j.gyjz200402001
Abstract:
The culture of Chinese architecture has a very long history. Cultivating and promoting the aesthetics spirit of Chinese nationa architecture are an important link in the great rejuvenation of the modern Chinese nation. The exploration of the national...
The culture of Chinese architecture has a very long history. Cultivating and promoting the aesthetics spirit of Chinese nationa architecture are an important link in the great rejuvenation of the modern Chinese nation. The exploration of the national...
2004, 34(2): 5-6,12.
doi: 10.13204/j.gyjz200402002
Abstract:
The strategy of sustainable development should be observed in the construction of an urban housing estate with integral ecological architectural outlook established. The concept of housing plan is formed by taking the environment as the center, and c...
The strategy of sustainable development should be observed in the construction of an urban housing estate with integral ecological architectural outlook established. The concept of housing plan is formed by taking the environment as the center, and c...
2004, 34(2): 7-9.
doi: 10.13204/j.gyjz200402003
Abstract:
The article begins with the source of green ecological theory, then gives a blueprint to green ecological residence in two aspects\_its essential forming factors and its categories and characters, and finally comes up with the proposals for the const...
The article begins with the source of green ecological theory, then gives a blueprint to green ecological residence in two aspects\_its essential forming factors and its categories and characters, and finally comes up with the proposals for the const...
2004, 34(2): 10-12.
doi: 10.13204/j.gyjz200402004
Abstract:
As a ideal pattern of human habitat, ecological community need continuously develop perfect.Based on the principles of composite ecosystem, this paper summarized its concept.Meanwhile some problems were pointed out in the development of an ecological...
As a ideal pattern of human habitat, ecological community need continuously develop perfect.Based on the principles of composite ecosystem, this paper summarized its concept.Meanwhile some problems were pointed out in the development of an ecological...
2004, 34(2): 13-15.
doi: 10.13204/j.gyjz200402005
Abstract:
The key to carrying on excellent historical and cultural traditions is to find out the point of agreement among the traditional cultural heritage, modern economy, technical conditions and lifestyle.The model languange is used for the design, which is...
The key to carrying on excellent historical and cultural traditions is to find out the point of agreement among the traditional cultural heritage, modern economy, technical conditions and lifestyle.The model languange is used for the design, which is...
2004, 34(2): 16-17,21.
doi: 10.13204/j.gyjz200402006
Abstract:
Though the introduction to trials of developing green and energy saving community at Handan Mingzhu Garden, the paper points out some clear experiences in purchasing houses.
Though the introduction to trials of developing green and energy saving community at Handan Mingzhu Garden, the paper points out some clear experiences in purchasing houses.
2004, 34(2): 18-21.
doi: 10.13204/j.gyjz200402007
Abstract:
With the accelerating of dwelling houses construction and the improving of dwelling houses condition, peoples request of the interiors condition has already gone beyond the basic living request. Nowadays, the importance of ecological project and stud...
With the accelerating of dwelling houses construction and the improving of dwelling houses condition, peoples request of the interiors condition has already gone beyond the basic living request. Nowadays, the importance of ecological project and stud...
2004, 34(2): 22-24,55.
doi: 10.13204/j.gyjz200402008
Abstract:
This paper introduces the monolithic cast modular box system, which is developed by Beijing Building Research Institute of CSCEC and produced by New Star Boxed Construction Unit Factory, and the new type modular box assempled with precast flat mould ...
This paper introduces the monolithic cast modular box system, which is developed by Beijing Building Research Institute of CSCEC and produced by New Star Boxed Construction Unit Factory, and the new type modular box assempled with precast flat mould ...
2004, 34(2): 25-27,78.
doi: 10.13204/j.gyjz200402009
Abstract:
This paper presents the application of unbonded prestressed concrete technique to cylindrical shell with big diameter through an engineering case. Structure can be analyzed and designed by using the axisymmetrical cylindrical shell theory with moment...
This paper presents the application of unbonded prestressed concrete technique to cylindrical shell with big diameter through an engineering case. Structure can be analyzed and designed by using the axisymmetrical cylindrical shell theory with moment...
2004, 34(2): 28-32.
doi: 10.13204/j.gyjz200402010
Abstract:
By elastoplastic time history analysis of reinforced concrete frame structures and frame shear wall structures with special shaped columns, and by summarizing the experimental results of special shaped columns and frames with special shaped columns, ...
By elastoplastic time history analysis of reinforced concrete frame structures and frame shear wall structures with special shaped columns, and by summarizing the experimental results of special shaped columns and frames with special shaped columns, ...
2004, 34(2): 33-36.
doi: 10.13204/j.gyjz200402011
Abstract:
A new and simplified numerical integration method of sections is suggested, and the secant stiffness and tangent stiffness calculation simple formulation of reinforced concrete members under bieccentric compression is derived, based on nonlinear beha...
A new and simplified numerical integration method of sections is suggested, and the secant stiffness and tangent stiffness calculation simple formulation of reinforced concrete members under bieccentric compression is derived, based on nonlinear beha...
2004, 34(2): 37-40,32.
doi: 10.13204/j.gyjz200402012
Abstract:
According to the experimental study on mechanical properties of reinforced cement\-soil beams, reinforced cement soil beams have two possible failure modes:shear failure occurs if anchoring force is enough and bond failure occurs if anchoring force i...
According to the experimental study on mechanical properties of reinforced cement\-soil beams, reinforced cement soil beams have two possible failure modes:shear failure occurs if anchoring force is enough and bond failure occurs if anchoring force i...
2004, 34(2): 41-44,36.
doi: 10.13204/j.gyjz200402013
Abstract:
According to the fracture mechanism of the linings acted on by negative friction in a drilled shaft, a type of compressible lining joint installation, with a ring plate adding to rib plates, is presented. The physical simulation tests of this install...
According to the fracture mechanism of the linings acted on by negative friction in a drilled shaft, a type of compressible lining joint installation, with a ring plate adding to rib plates, is presented. The physical simulation tests of this install...
2004, 34(2): 45-49.
doi: 10.13204/j.gyjz200402014
Abstract:
In this paper the basic principles of the rammed under expanded piles abroad are concisely introduced. Then the mechanisms、characteristics, suitable ranges, construction sequences of chinese rammed under expanded piles are described in detail. Finall...
In this paper the basic principles of the rammed under expanded piles abroad are concisely introduced. Then the mechanisms、characteristics, suitable ranges, construction sequences of chinese rammed under expanded piles are described in detail. Finall...
2004, 34(2): 50-52.
doi: 10.13204/j.gyjz200402015
Abstract:
This paper performs the ultimate bearing capacity analysis on a reticulated shell of dry coal shed that has some local damages to check the ultimate bearing capacity of the damaged reticulated shell with short term load, and gets the ultimate failure...
This paper performs the ultimate bearing capacity analysis on a reticulated shell of dry coal shed that has some local damages to check the ultimate bearing capacity of the damaged reticulated shell with short term load, and gets the ultimate failure...
2004, 34(2): 53-55.
doi: 10.13204/j.gyjz200402016
Abstract:
Finite element analyses on the static behavior of stepped T type CR joints are conducted. The validity of the analytical results is verified by comparing with the experimental results of four joints. The effects of chord thickness, the ratio of the b...
Finite element analyses on the static behavior of stepped T type CR joints are conducted. The validity of the analytical results is verified by comparing with the experimental results of four joints. The effects of chord thickness, the ratio of the b...
2004, 34(2): 56-58,87.
doi: 10.13204/j.gyjz200402017
Abstract:
Due to the mechanical limitation of the steel tubular concrete structure when bended, a new composite structure has been proposed, which combines properties of steel and concrete with prestressed technique. It widens the application of steel tubular ...
Due to the mechanical limitation of the steel tubular concrete structure when bended, a new composite structure has been proposed, which combines properties of steel and concrete with prestressed technique. It widens the application of steel tubular ...
2004, 34(2): 59-60,49.
doi: 10.13204/j.gyjz200402018
Abstract:
The three-span(40+50+40)m continuous steel-concrete composite girder is commonly used in some bridges of the high-speed railway.In this paper, the elastic ultimate state and plastic ultimate state of the continuous steel-concrete composite girder are...
The three-span(40+50+40)m continuous steel-concrete composite girder is commonly used in some bridges of the high-speed railway.In this paper, the elastic ultimate state and plastic ultimate state of the continuous steel-concrete composite girder are...
2004, 34(2): 61-64.
doi: 10.13204/j.gyjz200402019
Abstract:
The load and resistance factored designing method of American Institute of Steel Construction is introduced for the load-carrying capacity of concrete-filled circular steel tubes, which includes the basic parameters, load_carrying capacity of the mem...
The load and resistance factored designing method of American Institute of Steel Construction is introduced for the load-carrying capacity of concrete-filled circular steel tubes, which includes the basic parameters, load_carrying capacity of the mem...
2004, 34(2): 65-68,90.
doi: 10.13204/j.gyjz200402020
Abstract:
Eurocode 4 [EC4(94)] designing method of European Committee for Standardization is introduced for the load-carrying capacity of concrete-filled circular steel tubes, which includes the basic parameters, load-carrying capacity of the members subjected...
Eurocode 4 [EC4(94)] designing method of European Committee for Standardization is introduced for the load-carrying capacity of concrete-filled circular steel tubes, which includes the basic parameters, load-carrying capacity of the members subjected...
2004, 34(2): 69-74.
doi: 10.13204/j.gyjz200402021
Abstract:
The Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures published by Architectural Institute of Japan(AIJ) in 1997 and the Standards for Structural Calculation of Steel Reinforced Concrete Structures(5th edition) p...
The Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures published by Architectural Institute of Japan(AIJ) in 1997 and the Standards for Structural Calculation of Steel Reinforced Concrete Structures(5th edition) p...
2004, 34(2): 75-78.
doi: 10.13204/j.gyjz200402022
Abstract:
The calculation methods of the stiffness of concrete filled circular steel tubes in different codes worldwide are introduced, which includes American Institute of Steel Construction(AISC)Load and Resistance Factor Design specification for structural ...
The calculation methods of the stiffness of concrete filled circular steel tubes in different codes worldwide are introduced, which includes American Institute of Steel Construction(AISC)Load and Resistance Factor Design specification for structural ...
2004, 34(2): 79-81.
doi: 10.13204/j.gyjz200402023
Abstract:
The principle and the design method of reinforced concrete columns strengthened with prestressed struts were described. The concept and method of SEU-DEEP software design were introduced in detail. Finally, two examples were computed by the software....
The principle and the design method of reinforced concrete columns strengthened with prestressed struts were described. The concept and method of SEU-DEEP software design were introduced in detail. Finally, two examples were computed by the software....
2004, 34(2): 82-84,81.
doi: 10.13204/j.gyjz200402024
Abstract:
Based on the experiment of sixteen simply supported beams strengthened in shear with CFRP sheets, the failure modes, the strain distribution feature of CFRP intersected by the oblique section and the influence factors of shear strength are studied. C...
Based on the experiment of sixteen simply supported beams strengthened in shear with CFRP sheets, the failure modes, the strain distribution feature of CFRP intersected by the oblique section and the influence factors of shear strength are studied. C...
2004, 34(2): 85-87.
doi: 10.13204/j.gyjz200402025
Abstract:
Based on the analysis of the load carrying capacity curve of eccentrical compression reinforced concrete column, the characteristics and qualifications of prop rod strengthen method are discussed, the method and condition of using prestressing stay t...
Based on the analysis of the load carrying capacity curve of eccentrical compression reinforced concrete column, the characteristics and qualifications of prop rod strengthen method are discussed, the method and condition of using prestressing stay t...
2004, 34(2): 88-90.
doi: 10.13204/j.gyjz200402026
Abstract:
Combining the treatment of a sliding accident of No.3 retaining wall of No.1 blast furnace project for Angang Group, a strengthening method using man dug cast in place pile is introduced. It is proved that this scheme is convenient and reliable, whic...
Combining the treatment of a sliding accident of No.3 retaining wall of No.1 blast furnace project for Angang Group, a strengthening method using man dug cast in place pile is introduced. It is proved that this scheme is convenient and reliable, whic...
2004, 34(2): 91-93.
doi: 10.13204/j.gyjz200402027
Abstract:
The accidnet to a converter foundation is appraised, and its causes are also analyzed; on the basis of which some practical suggestions are proposed on the design of converter foundation.
The accidnet to a converter foundation is appraised, and its causes are also analyzed; on the basis of which some practical suggestions are proposed on the design of converter foundation.
