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2005 Vol. 35, No. 2
Display Method:
2005, 35(2): 1-5,43.
doi: 10.13204/j.gyjz200502001
Abstract:
The supporting system for single-layer cable net is a new style of flexible supporting systems of point-supported glass curtain wall, which has been accepted and favored by architects in virtue of light-weight, elegant appearance and excellent transp...
The supporting system for single-layer cable net is a new style of flexible supporting systems of point-supported glass curtain wall, which has been accepted and favored by architects in virtue of light-weight, elegant appearance and excellent transp...
2005, 35(2): 6-10.
doi: 10.13204/j.gyjz200502002
Abstract:
The load bearing glass structure gets more and more widely used in modern building as unattached structural form.This paper describes the general situation of load bearing glass structures engineering application,classifies the load bearing glass str...
The load bearing glass structure gets more and more widely used in modern building as unattached structural form.This paper describes the general situation of load bearing glass structures engineering application,classifies the load bearing glass str...
2005, 35(2): 11-15.
doi: 10.13204/j.gyjz200502003
Abstract:
Despite the extensive use of overlap-connected glass curtain wall in recent years,its theoretical research lags behind the engineering application.This paper analyses the capacity of glass curtain wall through the study on configuration of ordinary g...
Despite the extensive use of overlap-connected glass curtain wall in recent years,its theoretical research lags behind the engineering application.This paper analyses the capacity of glass curtain wall through the study on configuration of ordinary g...
2005, 35(2): 16-19,35.
doi: 10.13204/j.gyjz200502004
Abstract:
Point-supported glass buildings have gained increasingly wide use in China in recent years.Howerver,design formula for carrying capacities of metal connectors have not been forwarded.Besides,experimental and FEA research also indicate that connectors...
Point-supported glass buildings have gained increasingly wide use in China in recent years.Howerver,design formula for carrying capacities of metal connectors have not been forwarded.Besides,experimental and FEA research also indicate that connectors...
2005, 35(2): 20-22,15.
doi: 10.13204/j.gyjz200502005
Abstract:
This paper analyzes and introduces the point supported mid-hollow glass's loading property concisely, and provides the general finite element modeling process. The finite element calculations agree well with the experimental results. The gas layercs ...
This paper analyzes and introduces the point supported mid-hollow glass's loading property concisely, and provides the general finite element modeling process. The finite element calculations agree well with the experimental results. The gas layercs ...
2005, 35(2): 23-26.
doi: 10.13204/j.gyjz200502006
Abstract:
Based on the studies of self vibration of flexible support system for point supported glass curtain wall, this paper investigates its wind vibration response with ANSYS.The pulse wind load is determined and the time process curve of pulse wind load b...
Based on the studies of self vibration of flexible support system for point supported glass curtain wall, this paper investigates its wind vibration response with ANSYS.The pulse wind load is determined and the time process curve of pulse wind load b...
2005, 35(2): 27-28,46.
doi: 10.13204/j.gyjz200502007
Abstract:
Based on the studies of self vibration of flexible support system for point supported glass curtain wall,this paper investigates its earthquake response with ANSYS.This paper selects proper earthquake waves and analyzes the earthquake response of the...
Based on the studies of self vibration of flexible support system for point supported glass curtain wall,this paper investigates its earthquake response with ANSYS.This paper selects proper earthquake waves and analyzes the earthquake response of the...
2005, 35(2): 29-31,39.
doi: 10.13204/j.gyjz200502008
Abstract:
Flexible support system for point-supporting glass curtain wall is a new kind of system. It has been widely used for its fine transparence, light weight and flexible construction etc. Because of the influence of prestress and large deformation, there...
Flexible support system for point-supporting glass curtain wall is a new kind of system. It has been widely used for its fine transparence, light weight and flexible construction etc. Because of the influence of prestress and large deformation, there...
2005, 35(2): 32-35.
doi: 10.13204/j.gyjz200502009
Abstract:
With the introduction of prestress technology, the curtain structure is used widely for its large scale, light weight and fine transparence etc. Now the flexible support system including the cable nets has became the main structure of glass curtain. ...
With the introduction of prestress technology, the curtain structure is used widely for its large scale, light weight and fine transparence etc. Now the flexible support system including the cable nets has became the main structure of glass curtain. ...
2005, 35(2): 36-39.
doi: 10.13204/j.gyjz200502010
Abstract:
Based on the view of energy-saving of building, it is introduced that the actuality of energy-saving of building in China and the new methods and strategies used in western countries. By comparision, the difference between them and the direction of d...
Based on the view of energy-saving of building, it is introduced that the actuality of energy-saving of building in China and the new methods and strategies used in western countries. By comparision, the difference between them and the direction of d...
2005, 35(2): 40-43.
doi: 10.13204/j.gyjz200502011
Abstract:
Currently, the energy-saving techniques of buildings in China are in their infant stage. The energy consumption of buildings is materially high and the utilizing rate of energy is rather low. In South China,the heat radiated into the rooms through th...
Currently, the energy-saving techniques of buildings in China are in their infant stage. The energy consumption of buildings is materially high and the utilizing rate of energy is rather low. In South China,the heat radiated into the rooms through th...
2005, 35(2): 44-46.
doi: 10.13204/j.gyjz200502012
Abstract:
It was verified quantitatively and qualitatively through conducting subjective evaluation and environmental measurement of indoor thermal environment within existing residences that using a new FHP-Ve energy-saving system of enclosure for the residen...
It was verified quantitatively and qualitatively through conducting subjective evaluation and environmental measurement of indoor thermal environment within existing residences that using a new FHP-Ve energy-saving system of enclosure for the residen...
2005, 35(2): 47-49,63.
doi: 10.13204/j.gyjz200502013
Abstract:
In order to design irregular prestressed concrete floor, formulas of anisotropic finite element method to analyze the internal force of prestressed concrete hollow slab have been presented. At last, practical examples of cast-in-place prestressed con...
In order to design irregular prestressed concrete floor, formulas of anisotropic finite element method to analyze the internal force of prestressed concrete hollow slab have been presented. At last, practical examples of cast-in-place prestressed con...
2005, 35(2): 50-51,80.
doi: 10.13204/j.gyjz200502014
Abstract:
The reliability index reference value that is the targeted value to evaluate existing structures, reflects the reliability level implied in the current design criteria of our country that is acceptable for people. In the paper, the calculation method...
The reliability index reference value that is the targeted value to evaluate existing structures, reflects the reliability level implied in the current design criteria of our country that is acceptable for people. In the paper, the calculation method...
2005, 35(2): 52-56,26.
doi: 10.13204/j.gyjz200502015
Abstract:
The enforcement process and theoretical background of the forced uncoupling method, together with its meanings of mathematics and physics, are analyzed by introducing complex mode superposition formula for calculating seismic responses of non-classic...
The enforcement process and theoretical background of the forced uncoupling method, together with its meanings of mathematics and physics, are analyzed by introducing complex mode superposition formula for calculating seismic responses of non-classic...
2005, 35(2): 57-59,68.
doi: 10.13204/j.gyjz200502016
Abstract:
In practical design of an allotype high-tower, the conception of optimum design was introduced. And method of search-rule was used in the structural optimum design.Based on ANSYS, which is a finite-element method software, APDL (Ansys parametric desi...
In practical design of an allotype high-tower, the conception of optimum design was introduced. And method of search-rule was used in the structural optimum design.Based on ANSYS, which is a finite-element method software, APDL (Ansys parametric desi...
2005, 35(2): 60-63.
doi: 10.13204/j.gyjz200502017
Abstract:
This article adopts the finite-element method to analyze, in a three dimensional way, the deformation behaviour of the single pile of the composite foundation under the effect of horizontal loading.Through the numerical analysis, the distribution rul...
This article adopts the finite-element method to analyze, in a three dimensional way, the deformation behaviour of the single pile of the composite foundation under the effect of horizontal loading.Through the numerical analysis, the distribution rul...
2005, 35(2): 64-68.
doi: 10.13204/j.gyjz200502018
Abstract:
Based on two projects and two hundred and sixty six static pressed piles with different section and different length,the relationship between the final driving force and the ultimate bearing capacity of pile and that between the recovering pressure a...
Based on two projects and two hundred and sixty six static pressed piles with different section and different length,the relationship between the final driving force and the ultimate bearing capacity of pile and that between the recovering pressure a...
2005, 35(2): 69-72,76.
doi: 10.13204/j.gyjz200502019
Abstract:
Based on glide surface presumed by Terzaghi,plane strain-stress state of ground soil cell is analyzed and SMP criterion and transformed stress space are also introduced.According to the above,the ratio of semidiameter of strength envelope to average ...
Based on glide surface presumed by Terzaghi,plane strain-stress state of ground soil cell is analyzed and SMP criterion and transformed stress space are also introduced.According to the above,the ratio of semidiameter of strength envelope to average ...
2005, 35(2): 73-76.
doi: 10.13204/j.gyjz200502020
Abstract:
A new type wallboard with excellences including light weight and energy conservation etc is presented. A complex wall-beam-column structure which can be made by the wallboard can conquer some objection of brickwork structure. Eight specimens were inv...
A new type wallboard with excellences including light weight and energy conservation etc is presented. A complex wall-beam-column structure which can be made by the wallboard can conquer some objection of brickwork structure. Eight specimens were inv...
2005, 35(2): 77-80.
doi: 10.13204/j.gyjz200502021
Abstract:
Concrete expansion test was conducted under the actions of sodium chloride and alkali-aggregate reaction,whose aim was to study the rule of alkali-aggregate reaction in the presence of sodium chloride.The concretes with high and low alkali contents w...
Concrete expansion test was conducted under the actions of sodium chloride and alkali-aggregate reaction,whose aim was to study the rule of alkali-aggregate reaction in the presence of sodium chloride.The concretes with high and low alkali contents w...
2005, 35(2): 81-82,102.
doi: 10.13204/j.gyjz200502022
Abstract:
The thichness of a damaged concrete can be obtained by the following steps:A plane measurement is used to arrange sonic measuring points; the sonic velocity of the concrete within a nondestructive zone is measured first, and then sonic propagation ti...
The thichness of a damaged concrete can be obtained by the following steps:A plane measurement is used to arrange sonic measuring points; the sonic velocity of the concrete within a nondestructive zone is measured first, and then sonic propagation ti...
2005, 35(2): 83-87,95.
doi: 10.13204/j.gyjz200502023
Abstract:
Engineering accident and quality common failing in a membrane structure were analyzed,whose causes were also discussed.The relevant countermeasures for how to avoid the accidents and improve the project quality were proposed as well.
Engineering accident and quality common failing in a membrane structure were analyzed,whose causes were also discussed.The relevant countermeasures for how to avoid the accidents and improve the project quality were proposed as well.
2005, 35(2): 88-92.
doi: 10.13204/j.gyjz200502024
Abstract:
Discussions and suggestions for improvements on some problems including the resistance calculation,the steel reinforcements,the detailing requirements and etc. of the reinforced concrete spread foundation, which were directly involved in The Code for...
Discussions and suggestions for improvements on some problems including the resistance calculation,the steel reinforcements,the detailing requirements and etc. of the reinforced concrete spread foundation, which were directly involved in The Code for...
2005, 35(2): 93-95.
doi: 10.13204/j.gyjz200502025
Abstract:
Steel structures have a good reliability.But if their material strength is overly used,the structures maybe have much lower repertory.Once special loading applied to them was increased,the structures must be strengthened.This paper discusses some met...
Steel structures have a good reliability.But if their material strength is overly used,the structures maybe have much lower repertory.Once special loading applied to them was increased,the structures must be strengthened.This paper discusses some met...
2005, 35(2): 96-97,109.
doi: 10.13204/j.gyjz200502026
Abstract:
According to the longitudinal crack damage and strengthening of the concrete-filled steel tube(CFST) for the substation of Hebei Panjiakou Energy Storage Plant,it has been researched and analyzed that the structural defects,cracking failure mechanism...
According to the longitudinal crack damage and strengthening of the concrete-filled steel tube(CFST) for the substation of Hebei Panjiakou Energy Storage Plant,it has been researched and analyzed that the structural defects,cracking failure mechanism...
2005, 35(2): 98-99,107.
doi: 10.13204/j.gyjz200502027
Abstract:
The brake beam(connecting plate) is often broken,and the bolts for fixing the connecting plate are loosed due to the cranes dynamic load when D series of crane beams are working in a steel plant.In order to find the causes of these faults testing mea...
The brake beam(connecting plate) is often broken,and the bolts for fixing the connecting plate are loosed due to the cranes dynamic load when D series of crane beams are working in a steel plant.In order to find the causes of these faults testing mea...
2005, 35(2): 100-102.
doi: 10.13204/j.gyjz200502028
Abstract:
Based on the economic analysis for a relative depth of the compression zone of R.C. flexural members with single reinforcement section, the economical range of depth of the relative compression zone is suggested. It is simple and convenient to reach ...
Based on the economic analysis for a relative depth of the compression zone of R.C. flexural members with single reinforcement section, the economical range of depth of the relative compression zone is suggested. It is simple and convenient to reach ...
2005, 35(2): 103-107.
doi: 10.13204/j.gyjz200502029
Abstract:
The developments of the methods to assess the reliability of existing structures are stated in accordance with International Standard ISO 13822,and a discussion is made on comparing with the relevant codes of China,including:general framework of asse...
The developments of the methods to assess the reliability of existing structures are stated in accordance with International Standard ISO 13822,and a discussion is made on comparing with the relevant codes of China,including:general framework of asse...
MOVE TOWARDS THE NEW AND MODERN ARCHITECTURES--CRITICISM AND INTROSPECTION OF POSTMODERNISM IN CHINA
2005, 35(2): 108-109.
doi: 10.13204/j.gyjz200502030
Abstract:
Being shorty of the development phase of modernism in China,the introduction of post-modernism deprived architectural creation of rationality.The paper suggests that an architectural creation should absorb the inspiration from several aspects.
Being shorty of the development phase of modernism in China,the introduction of post-modernism deprived architectural creation of rationality.The paper suggests that an architectural creation should absorb the inspiration from several aspects.
