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2005 Vol. 35, No. 10
Display Method:
2005, 35(10): 1-3,53.
doi: 10.13204/j.gyjz200510001
Abstract:
Some opinions and suggestions are proposed based on the review of the protection and the usage of China old industrial architecture, concerning in the development of Beijing798(Dashanzi Art District) by the focus of the technique and the art.
Some opinions and suggestions are proposed based on the review of the protection and the usage of China old industrial architecture, concerning in the development of Beijing798(Dashanzi Art District) by the focus of the technique and the art.
2005, 35(10): 4-5.
doi: 10.13204/j.gyjz200510002
Abstract:
The authors two standpoints are elaborated with the project design. In the first, the phenomenon of living creature multiply growth is amplified on the sustainable development principle.It is pointed out that the architecture growth should direct two ways, both available space, which reserves a development of building while doing a total planning; and agile space, which adapts for the buildings immutable structure system at inner part to multi-function. In the second, the design of the organic space is put forward.That is, integrating ChineseTao study and the nature and man unite as one study, which embodies by the Chinese traditional culture of building to principle of flow space, which, embodies by the western modernist. Base on this the design makes interior space and exterior space permeate mutually, and vary close space to open space.
The authors two standpoints are elaborated with the project design. In the first, the phenomenon of living creature multiply growth is amplified on the sustainable development principle.It is pointed out that the architecture growth should direct two ways, both available space, which reserves a development of building while doing a total planning; and agile space, which adapts for the buildings immutable structure system at inner part to multi-function. In the second, the design of the organic space is put forward.That is, integrating ChineseTao study and the nature and man unite as one study, which embodies by the Chinese traditional culture of building to principle of flow space, which, embodies by the western modernist. Base on this the design makes interior space and exterior space permeate mutually, and vary close space to open space.
2005, 35(10): 6-8.
doi: 10.13204/j.gyjz200510003
Abstract:
The ternary space of the building is summarized from human, building and natural relation, based on eastern philosophy, of which zero space is an important element of merging artificiality and naturel, and creating building spiritual function.Creation of zero space is also explained through planning of Zhongguancun Software Park.
The ternary space of the building is summarized from human, building and natural relation, based on eastern philosophy, of which zero space is an important element of merging artificiality and naturel, and creating building spiritual function.Creation of zero space is also explained through planning of Zhongguancun Software Park.
2005, 35(10): 9-11,17.
doi: 10.13204/j.gyjz200510004
Abstract:
The first batch of steady stations of container inspection systems for customs will be built in ten major marine ports in China. The methods for selecting the land positions and scales are described based on the basic conceptions of analysis and layout of the logistics systems with an emphasis on the traffic design and the ideas of determining parking berths. The design thoughts of general layout are especially introduced according to four case histories.
The first batch of steady stations of container inspection systems for customs will be built in ten major marine ports in China. The methods for selecting the land positions and scales are described based on the basic conceptions of analysis and layout of the logistics systems with an emphasis on the traffic design and the ideas of determining parking berths. The design thoughts of general layout are especially introduced according to four case histories.
2005, 35(10): 12-17.
doi: 10.13204/j.gyjz200510005
Abstract:
China medical facilities are now facing the pressure of needs and driving force of reform. There is a diversified development in medical facilities, which needs higher quality of hospital architectures and more strict environments as well as new conceptions of architectural design.
China medical facilities are now facing the pressure of needs and driving force of reform. There is a diversified development in medical facilities, which needs higher quality of hospital architectures and more strict environments as well as new conceptions of architectural design.
2005, 35(10): 18-19.
doi: 10.13204/j.gyjz200510006
Abstract:
It is not economic to set all the basement entrances in the main building and take up valuable areas of the first floor.To avoid this, you have to design some small structures which are detached from the main building. With proper and particular design, the small structures will not make you feel disorderly and unsystematic. They may be attractive features instead.
It is not economic to set all the basement entrances in the main building and take up valuable areas of the first floor.To avoid this, you have to design some small structures which are detached from the main building. With proper and particular design, the small structures will not make you feel disorderly and unsystematic. They may be attractive features instead.
2005, 35(10): 20-22,5.
doi: 10.13204/j.gyjz200510007
Abstract:
Utilizing structural analysis program ANSYS 8.1, and using shear span ratio of wall, cross-section shape and size of hidden-frame column as parameters,it is conducted the performance analysis of middle-high story multi-ribbed slab structure under the horizontal and vertical loads. The influence of global bending for internal force carried by hidden-frame column, and interacting properties between wall-slab and hidden-frame column, and features of the structural drift are discussed. Which provides a basis for rational defining cross-section shape and size of hidden-frame column, and a proposal for matters needing attention in the structure design is also put forward.
Utilizing structural analysis program ANSYS 8.1, and using shear span ratio of wall, cross-section shape and size of hidden-frame column as parameters,it is conducted the performance analysis of middle-high story multi-ribbed slab structure under the horizontal and vertical loads. The influence of global bending for internal force carried by hidden-frame column, and interacting properties between wall-slab and hidden-frame column, and features of the structural drift are discussed. Which provides a basis for rational defining cross-section shape and size of hidden-frame column, and a proposal for matters needing attention in the structure design is also put forward.
2005, 35(10): 23-25.
doi: 10.13204/j.gyjz200510008
Abstract:
The shear lag effect of frame-tube structures caused by the flexibility of the spandrel beam can be weakened by setting outriggers.At the same time the spatial performance and lateral stiffness of the structure are also enhanced. By analyzing several schemes using spatial finite element method, the influence of the stiffness and arrangement of outrigger on the shear lag effect of the outer frame-tube and lateral stiffness of the structure is discussed, and some advices of the layout of outrigger are put forward.
The shear lag effect of frame-tube structures caused by the flexibility of the spandrel beam can be weakened by setting outriggers.At the same time the spatial performance and lateral stiffness of the structure are also enhanced. By analyzing several schemes using spatial finite element method, the influence of the stiffness and arrangement of outrigger on the shear lag effect of the outer frame-tube and lateral stiffness of the structure is discussed, and some advices of the layout of outrigger are put forward.
2005, 35(10): 26-28,39.
doi: 10.13204/j.gyjz200510009
Abstract:
The theorem of structural continual variation was used to analyze reliability of frame structure. The method was combined with probability analysis and numerical calculus and recurrence formula and branch- and- bound method to evaluate the system. Continually assembling global stiffness matrix and repeatedly inverse matrix operating are avoided in the new method. A new criterion of system failure is introduced. The time- effect of the reliability analysis is further increased. The new idea of the development of the theory of the system reliability analysis is provided.
The theorem of structural continual variation was used to analyze reliability of frame structure. The method was combined with probability analysis and numerical calculus and recurrence formula and branch- and- bound method to evaluate the system. Continually assembling global stiffness matrix and repeatedly inverse matrix operating are avoided in the new method. A new criterion of system failure is introduced. The time- effect of the reliability analysis is further increased. The new idea of the development of the theory of the system reliability analysis is provided.
2005, 35(10): 29-32,8.
doi: 10.13204/j.gyjz200510010
Abstract:
The simplified and practical calculation of multi|silo supported by cylinder is given, and it is discussed the changing law and influence factors, which are based on the study of the natural vibration characteristics and earthquake action by model test and computer analysis.The calculating formulae and short_cut methods for design, which are about the basic frequency of vibration,and the structural coefficient of the basic vibration model, are put forward.
The simplified and practical calculation of multi|silo supported by cylinder is given, and it is discussed the changing law and influence factors, which are based on the study of the natural vibration characteristics and earthquake action by model test and computer analysis.The calculating formulae and short_cut methods for design, which are about the basic frequency of vibration,and the structural coefficient of the basic vibration model, are put forward.
2005, 35(10): 33-35,46.
doi: 10.13204/j.gyjz200510011
Abstract:
The ultimate loads for obtuse slope and semi|infinite body are obtained based on the unified slip line field theory and the unifield strength theory.The strength difference effect and the intermediate principal stress effect are taken into account in this solution.The ultimate loads of the two are also analyzed by the program ANSYS.The predicted values are compared with the solutions based on unified slip line field theory and good agreement can be observed.It can be concluded that the unified slip line field theory is suitable for analysis of the limit loads for obtuse slope and semi_infinite body.And the economic benefit can be obtained from the engineering application of the new theory.
The ultimate loads for obtuse slope and semi|infinite body are obtained based on the unified slip line field theory and the unifield strength theory.The strength difference effect and the intermediate principal stress effect are taken into account in this solution.The ultimate loads of the two are also analyzed by the program ANSYS.The predicted values are compared with the solutions based on unified slip line field theory and good agreement can be observed.It can be concluded that the unified slip line field theory is suitable for analysis of the limit loads for obtuse slope and semi_infinite body.And the economic benefit can be obtained from the engineering application of the new theory.
2005, 35(10): 36-39.
doi: 10.13204/j.gyjz200510012
Abstract:
The resistance from soft soil layers is smaller while piling in soft foundation.The stress wave will propagate along pile body when the pile head is stricken by hammer with a certain velocity.And it will turn into tensile waves when reflected at the bottom of pile.Thus,one tensile stress region on pile body will appear near pile bottom because of intervention between the incident waves and the reflect waves,which can cause pile to be fractured or spalled.Based on one dimensional wave theory,the primary discussion on this phenomenon is done with finite difference method,and some benefit conclusions and suggestions are obtained.In a way,they have definite reference value for engineers.
The resistance from soft soil layers is smaller while piling in soft foundation.The stress wave will propagate along pile body when the pile head is stricken by hammer with a certain velocity.And it will turn into tensile waves when reflected at the bottom of pile.Thus,one tensile stress region on pile body will appear near pile bottom because of intervention between the incident waves and the reflect waves,which can cause pile to be fractured or spalled.Based on one dimensional wave theory,the primary discussion on this phenomenon is done with finite difference method,and some benefit conclusions and suggestions are obtained.In a way,they have definite reference value for engineers.
2005, 35(10): 40-42.
doi: 10.13204/j.gyjz200510013
Abstract:
Regarding frozen wall as spatial axis symmetric thick walled cylinder,and conducting on elasto-plastic analysis on the frozen wall by Mohr-Coulomb strength criterion,the distribution rules of radial displacement field and stress field of frozen wall are got.The result is of importance in giving full play to frozen wall bearing capacity and can be taken as reference for designing the frozen wall of a deep shaft.
Regarding frozen wall as spatial axis symmetric thick walled cylinder,and conducting on elasto-plastic analysis on the frozen wall by Mohr-Coulomb strength criterion,the distribution rules of radial displacement field and stress field of frozen wall are got.The result is of importance in giving full play to frozen wall bearing capacity and can be taken as reference for designing the frozen wall of a deep shaft.
2005, 35(10): 43-46.
doi: 10.13204/j.gyjz200510014
Abstract:
The embankment behind the abutment of a high-speed railway is different in the aspects of padding, construction control and quality supervision from the general railway.However,there is a little experimental research on the earth pressure behind abutment,and there are lots of factors to influence the earth pressure also,and the distribution of the earth pressure is not exact predicted through actual earth pressure theories.Therefore,a long-time site observation should be done.Based on the experiment results,the changing of the earth pressure with time and the height of embankment,the magnitude and distribution of earth pressures behind the abutment are analyzed.Test results show that the earth pressure behind abutment is nonlinearly following the depth of abutment.To begin with,the earth pressure of abutment is increased with the depth of abutment,yet after reaching a certain depth it decreased with the increase in depth abutment.The comparison is made between the results by formula and those with the experimental observations,the points of application of the resultant earth pressures have significant difference,the height of actual point of resultant earth pressure is 0.41 times of the embankment height.
The embankment behind the abutment of a high-speed railway is different in the aspects of padding, construction control and quality supervision from the general railway.However,there is a little experimental research on the earth pressure behind abutment,and there are lots of factors to influence the earth pressure also,and the distribution of the earth pressure is not exact predicted through actual earth pressure theories.Therefore,a long-time site observation should be done.Based on the experiment results,the changing of the earth pressure with time and the height of embankment,the magnitude and distribution of earth pressures behind the abutment are analyzed.Test results show that the earth pressure behind abutment is nonlinearly following the depth of abutment.To begin with,the earth pressure of abutment is increased with the depth of abutment,yet after reaching a certain depth it decreased with the increase in depth abutment.The comparison is made between the results by formula and those with the experimental observations,the points of application of the resultant earth pressures have significant difference,the height of actual point of resultant earth pressure is 0.41 times of the embankment height.
2005, 35(10): 47-49,68.
doi: 10.13204/j.gyjz200510015
Abstract:
Based on the continuous damage theory and Hoffman strength criterion,utilizing multi-scalar damage model and finite element method,the damage and failure of composite laminate under transverse even load are researched.The geometric nonlinear influence and stiffness deduction caused by micro-crack damage before failure of laminate are considered.Results show that evolvement of failure regions is obviously affected by micro-crack;load-carrying capacity of laminate calculated by Hoffman criterion for damage is higher than that by Hoffman criterion for non-damage, the degree is depended on the fiber direction.
Based on the continuous damage theory and Hoffman strength criterion,utilizing multi-scalar damage model and finite element method,the damage and failure of composite laminate under transverse even load are researched.The geometric nonlinear influence and stiffness deduction caused by micro-crack damage before failure of laminate are considered.Results show that evolvement of failure regions is obviously affected by micro-crack;load-carrying capacity of laminate calculated by Hoffman criterion for damage is higher than that by Hoffman criterion for non-damage, the degree is depended on the fiber direction.
2005, 35(10): 50-53.
doi: 10.13204/j.gyjz200510016
Abstract:
Making concrete pore solution by dissolving concrete powder around reinforcing steel bars in water of 10 times weight of concrete,research on [Cl~-]/[OH~-]threshold values to depassivate reinforcing bars embedded in chloride contaminated concrete in carbonation process through testing half-cell potential of steel bars has been done.Mathematic model between half-cell potential of steel bars embedded in chloride contaminated concrete and [Cl~-]/[OH~-] values has been established,and the [Cl~-]/[OH~-] threshold values to depassivate reinforcing bars embedded in ordinary portland cement(OPC) concrete and in OPC concrete with 50% FA+SG as well as in sulphoaluminate cement concrete are 0.386,0.348 and 0.138 respectively,which are lower than 0.60 threshold value developed by active corrosion of the reinforcing steel in simulating concrete pore solution before by others.The [Cl~-]/[OH~-] vs time power function model in carbonation process service life prediction of chloride contaminated concrete has been used.Test results show that the service life of chloride contaminated concrete is lower than that of control concrete,and the sevice life of chloride contaminated OPC concrete with 50% FA+SG is lower than that of OPC concrete.Research results are significant to service life prediction and durability design of chloride contaminated concrete in atmospheric environment.
Making concrete pore solution by dissolving concrete powder around reinforcing steel bars in water of 10 times weight of concrete,research on [Cl~-]/[OH~-]threshold values to depassivate reinforcing bars embedded in chloride contaminated concrete in carbonation process through testing half-cell potential of steel bars has been done.Mathematic model between half-cell potential of steel bars embedded in chloride contaminated concrete and [Cl~-]/[OH~-] values has been established,and the [Cl~-]/[OH~-] threshold values to depassivate reinforcing bars embedded in ordinary portland cement(OPC) concrete and in OPC concrete with 50% FA+SG as well as in sulphoaluminate cement concrete are 0.386,0.348 and 0.138 respectively,which are lower than 0.60 threshold value developed by active corrosion of the reinforcing steel in simulating concrete pore solution before by others.The [Cl~-]/[OH~-] vs time power function model in carbonation process service life prediction of chloride contaminated concrete has been used.Test results show that the service life of chloride contaminated concrete is lower than that of control concrete,and the sevice life of chloride contaminated OPC concrete with 50% FA+SG is lower than that of OPC concrete.Research results are significant to service life prediction and durability design of chloride contaminated concrete in atmospheric environment.
2005, 35(10): 54-57.
doi: 10.13204/j.gyjz200510017
Abstract:
With the thermal conduction theory based on the hydration degree of cementitious materials, it can be analyzed that the early concrete wall temperature field varies with response to the change of ambient temperature, which influences the rate of heat loss. The change of early wall temperature field in the condition of temperature induced by the day and night shift and rapid decline due to getting the cold wave, which can give advice to the early wall heat preservation to prevent cracking.
With the thermal conduction theory based on the hydration degree of cementitious materials, it can be analyzed that the early concrete wall temperature field varies with response to the change of ambient temperature, which influences the rate of heat loss. The change of early wall temperature field in the condition of temperature induced by the day and night shift and rapid decline due to getting the cold wave, which can give advice to the early wall heat preservation to prevent cracking.
2005, 35(10): 58-60,19.
doi: 10.13204/j.gyjz200510018
Abstract:
The technical line of combining laboratory experiment and manufacturing enterprise probation, the optimization of material and rational production process parameter were used, to produce a grinding aid of low cost and low mixed quantity, which was made from a great variety of chemical products at low temperature. The result of probation indicated grinding aid showed excellent property in the optimization of cement grain composition. The grain less than 30m was about 80 percent, and its optimum dose was between 0.009% to 0.015%. Dose fluctuation of grinding aid had a little effect on performance index of cement when mixed quantity was about 0.012%, which made the production control convenient.
The technical line of combining laboratory experiment and manufacturing enterprise probation, the optimization of material and rational production process parameter were used, to produce a grinding aid of low cost and low mixed quantity, which was made from a great variety of chemical products at low temperature. The result of probation indicated grinding aid showed excellent property in the optimization of cement grain composition. The grain less than 30m was about 80 percent, and its optimum dose was between 0.009% to 0.015%. Dose fluctuation of grinding aid had a little effect on performance index of cement when mixed quantity was about 0.012%, which made the production control convenient.
2005, 35(10): 61-63,78.
doi: 10.13204/j.gyjz200510019
Abstract:
Vertical stiffener joint, a new type of rigid joint between concrete-filled steel square tubular column and H-steel beam, is proposed based on the analysis of construction and features of three types of rigid joints. Force transfer mechanism of the vertical stiffener joint model with only tensile beam flange is analyzed, and based on yield line theory, the formula for calculating the yield bearing capacity of the joint model is presented, which provides a basis for its further research and application in projects.
Vertical stiffener joint, a new type of rigid joint between concrete-filled steel square tubular column and H-steel beam, is proposed based on the analysis of construction and features of three types of rigid joints. Force transfer mechanism of the vertical stiffener joint model with only tensile beam flange is analyzed, and based on yield line theory, the formula for calculating the yield bearing capacity of the joint model is presented, which provides a basis for its further research and application in projects.
2005, 35(10): 64-68.
doi: 10.13204/j.gyjz200510020
Abstract:
In order to study the aseismatic property of the lightweight steel frame utilizing post-buckling strength of column web, two plane steel frames were tested under low-cycle repetitive loadings. The contents of the test were reported and the phenomena and results of the tests were also analyzed.
In order to study the aseismatic property of the lightweight steel frame utilizing post-buckling strength of column web, two plane steel frames were tested under low-cycle repetitive loadings. The contents of the test were reported and the phenomena and results of the tests were also analyzed.
2005, 35(10): 69-72.
doi: 10.13204/j.gyjz200510021
Abstract:
Numerical solution is made of cylindrical shell by ANSYS. Eigen buckling of ideal cylindrical shell is computed, whose numerical solutions are compared to the theoretical ones. Computational results include load-displacement curve, ultimate loads, stress value of local stability and nonlinear buckling of cylindrical shell considering initial defection and residual stress. Finally a recommended equation for local buckling stress is also given.
Numerical solution is made of cylindrical shell by ANSYS. Eigen buckling of ideal cylindrical shell is computed, whose numerical solutions are compared to the theoretical ones. Computational results include load-displacement curve, ultimate loads, stress value of local stability and nonlinear buckling of cylindrical shell considering initial defection and residual stress. Finally a recommended equation for local buckling stress is also given.
2005, 35(10): 73-75.
doi: 10.13204/j.gyjz200510022
Abstract:
Based on the test of T-shaped steel-reinforced concrete structure, the followings have been done:1) Research on the deformation of T-shaped steel-reinforced concrete beams with asymmetrical reinforcing steel bars;2) Research on the mechanical properties of T-shaped steel-reinforced concrete beams;3) the ductility analysis of nodes of T-shaped steel-reinforced concrete beams. Through the above researches, the T-shaped steel-reinforced concrete beams with non-symmetrical reinforcing steel bars can be applied to the long-span wall frames and overcomes the existing shortcomings of the structure and offered the theory basement and design rules for the reformation of residence systems.
Based on the test of T-shaped steel-reinforced concrete structure, the followings have been done:1) Research on the deformation of T-shaped steel-reinforced concrete beams with asymmetrical reinforcing steel bars;2) Research on the mechanical properties of T-shaped steel-reinforced concrete beams;3) the ductility analysis of nodes of T-shaped steel-reinforced concrete beams. Through the above researches, the T-shaped steel-reinforced concrete beams with non-symmetrical reinforcing steel bars can be applied to the long-span wall frames and overcomes the existing shortcomings of the structure and offered the theory basement and design rules for the reformation of residence systems.
2005, 35(10): 76-78.
doi: 10.13204/j.gyjz200510023
Abstract:
Failure mechanism, bearing capacity, deformation and rupture forms etc of edge joints for which there are three different width height ratios are contrasted and analyzed through loading test with and without reinforced concrete flast beams. Validity of the existing design methods for edge joints is demonstrated for reinforced concrete flat beams. A breakthrough is made at the requirements for section width limit of flat beams in Code for Seismic Design of Buildings (GB 50011-2001)and a scientific basis is provided for design methods and engineering application of edge joints for reinforced concrete flat beams.
Failure mechanism, bearing capacity, deformation and rupture forms etc of edge joints for which there are three different width height ratios are contrasted and analyzed through loading test with and without reinforced concrete flast beams. Validity of the existing design methods for edge joints is demonstrated for reinforced concrete flat beams. A breakthrough is made at the requirements for section width limit of flat beams in Code for Seismic Design of Buildings (GB 50011-2001)and a scientific basis is provided for design methods and engineering application of edge joints for reinforced concrete flat beams.
2005, 35(10): 79-82.
doi: 10.13204/j.gyjz200510024
Abstract:
There are defects and fatigue damages with different degrees in metal structures,particularly the in-service steel structures subjected to repeated loads.Many advantages can be got by gluing CFRP to the damaged positions of a steel structure.It is conducted a theoretical analysis of improving the residual fatigue life of a steel plate with central fatigue damage cracks,which is strengthened by CFRP.The stress intensity factor of the crack tip is calculated by a FEM model,based on the theory of linear elastic fracture mechanics;and the residual fatigue life of a steel plate with fatigue damages before and after strengthening is also computed according to Paris-Erdogan crack propagation model,by which the validity of the method is verfied.
There are defects and fatigue damages with different degrees in metal structures,particularly the in-service steel structures subjected to repeated loads.Many advantages can be got by gluing CFRP to the damaged positions of a steel structure.It is conducted a theoretical analysis of improving the residual fatigue life of a steel plate with central fatigue damage cracks,which is strengthened by CFRP.The stress intensity factor of the crack tip is calculated by a FEM model,based on the theory of linear elastic fracture mechanics;and the residual fatigue life of a steel plate with fatigue damages before and after strengthening is also computed according to Paris-Erdogan crack propagation model,by which the validity of the method is verfied.
2005, 35(10): 83-85,91.
doi: 10.13204/j.gyjz200510025
Abstract:
The reinforced technique of pre-stressed fibre cloth is a renovation to traditional reinforced method of affixed fibre cloth.It can fully bring the fibre cloth with high intensity into play,and improve the performance of reinforced concrete structure in the extreme.The key to realization of pre-stressed fibre cloth is the reliable anchorage mode an convenient tension method.A simple and feasible method and a new design theory of pre-stressed fibre cloth are brought forward.It can be applied in engineering practice.
The reinforced technique of pre-stressed fibre cloth is a renovation to traditional reinforced method of affixed fibre cloth.It can fully bring the fibre cloth with high intensity into play,and improve the performance of reinforced concrete structure in the extreme.The key to realization of pre-stressed fibre cloth is the reliable anchorage mode an convenient tension method.A simple and feasible method and a new design theory of pre-stressed fibre cloth are brought forward.It can be applied in engineering practice.
2005, 35(10): 86-89.
doi: 10.13204/j.gyjz200510026
Abstract:
A method to simulate the damage of wood beams was proposed.Based on the tests of 8 beams,failure characteristics and their effects on the ultimate bearing capacity,stiffness and ductility of damaged beams strengthened with externally bonded with carbon fiber reinforced polymer(CFRP) were researched and analyzed.The research results are helpful for the practical design.
A method to simulate the damage of wood beams was proposed.Based on the tests of 8 beams,failure characteristics and their effects on the ultimate bearing capacity,stiffness and ductility of damaged beams strengthened with externally bonded with carbon fiber reinforced polymer(CFRP) were researched and analyzed.The research results are helpful for the practical design.
2005, 35(10): 90-91.
doi: 10.13204/j.gyjz200510027
Abstract:
The essence of TV serials The Grand Mansion Gate is that its subliminal cultural intension can be combined with Beijing City. Beijing City can be noticed by stepping over the grand house with courtyards. All respects of the city are also soaked into the cultural gene, which affects urban look, architecture, social morale and economic life.
The essence of TV serials The Grand Mansion Gate is that its subliminal cultural intension can be combined with Beijing City. Beijing City can be noticed by stepping over the grand house with courtyards. All respects of the city are also soaked into the cultural gene, which affects urban look, architecture, social morale and economic life.
2005, 35(10): 92-93.
doi: 10.13204/j.gyjz200510028
Abstract:
Based on environmental investigation on the courtyard of dwelling group where the author lives, the field behavior of individual and colony is discussed. And according to the behavioral mode of person's outdoor activity, the envisagement and description to improve the existing courtyards.
Based on environmental investigation on the courtyard of dwelling group where the author lives, the field behavior of individual and colony is discussed. And according to the behavioral mode of person's outdoor activity, the envisagement and description to improve the existing courtyards.
2005, 35(10): 94-95,89.
doi: 10.13204/j.gyjz200510029
Abstract:
A luxury residential space that has emerged constantly in recent years has changed and enriched traditional living style and content. By analyzing basic conception, environment and space characteristics, the needs and current significance of luxury residential space are explained briefly.
A luxury residential space that has emerged constantly in recent years has changed and enriched traditional living style and content. By analyzing basic conception, environment and space characteristics, the needs and current significance of luxury residential space are explained briefly.
