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2006 Vol. 36, No. 10
Display Method:
2006, 36(10): 1-3.
doi: 10.13204/j.gyjz200610001
Abstract:
It is described that the design considerations on overall layout, plan, elevation and details of building design of waste incineration plant based on design practice and according to the process feature. It is also described in details that the measu...
It is described that the design considerations on overall layout, plan, elevation and details of building design of waste incineration plant based on design practice and according to the process feature. It is also described in details that the measu...
2006, 36(10): 4-5.
doi: 10.13204/j.gyjz200610002
Abstract:
This center is a comprehensive architectural complex of culture and sports. For water supply system of the natatorium, the scheme of large-scale solar energy system was proposed to make full use of the solar radiation energy that is a regenerable res...
This center is a comprehensive architectural complex of culture and sports. For water supply system of the natatorium, the scheme of large-scale solar energy system was proposed to make full use of the solar radiation energy that is a regenerable res...
2006, 36(10): 6-9.
doi: 10.13204/j.gyjz200610003
Abstract:
BerlinMarzahn Emergency Hospital is established and expanded based on a 120-year historical hospital, it is mainly for firs-t aid and health healing. After meticulously designed by the designer, old and new buildings are incorporated with surrounding...
BerlinMarzahn Emergency Hospital is established and expanded based on a 120-year historical hospital, it is mainly for firs-t aid and health healing. After meticulously designed by the designer, old and new buildings are incorporated with surrounding...
2006, 36(10): 10-11.
doi: 10.13204/j.gyjz200610004
Abstract:
It is introduced the guesthouse scheme's reasonabl use of the limited land of urban gold district, which can guarantee the floor area and insure the investment's performance. From many respects, the construction of human public space environment and ...
It is introduced the guesthouse scheme's reasonabl use of the limited land of urban gold district, which can guarantee the floor area and insure the investment's performance. From many respects, the construction of human public space environment and ...
2006, 36(10): 12-17.
doi: 10.13204/j.gyjz200610005
Abstract:
The staircase is not only a functional element which can solve the problems of vertical passage between the floors in building construction but also may create the individualized construction modeling and the space environment. It is also tried to ex...
The staircase is not only a functional element which can solve the problems of vertical passage between the floors in building construction but also may create the individualized construction modeling and the space environment. It is also tried to ex...
2006, 36(10): 18-22.
doi: 10.13204/j.gyjz200610006
Abstract:
By analysing application samples of public toilets, it is summarized the experience in improving the design level of public toilets from six aspects: ratio of squatting pots for men and women; line of sight; streamline; direction of door opening; ant...
By analysing application samples of public toilets, it is summarized the experience in improving the design level of public toilets from six aspects: ratio of squatting pots for men and women; line of sight; streamline; direction of door opening; ant...
2006, 36(10): 23-24.
doi: 10.13204/j.gyjz200610007
Abstract:
Building energy-saving is a set national policy. It trends to have the same view on external wall insulation of a building. Five solutions are proposed to this. It is described that the factors effecting cracking resistance of plaster course and thei...
Building energy-saving is a set national policy. It trends to have the same view on external wall insulation of a building. Five solutions are proposed to this. It is described that the factors effecting cracking resistance of plaster course and thei...
2006, 36(10): 25-28.
doi: 10.13204/j.gyjz200610008
Abstract:
The large and middle sized hospitals under the constraints of limited site area are taken as the research topic. It focuses on the general planning and architectural design of this kind of existing hospitalsc renovation and extension. With some case ...
The large and middle sized hospitals under the constraints of limited site area are taken as the research topic. It focuses on the general planning and architectural design of this kind of existing hospitalsc renovation and extension. With some case ...
2006, 36(10): 29-31.
doi: 10.13204/j.gyjz200610009
Abstract:
By summarizing and analyzing the design of comprehensive medical building for the PLA. s No. 306 Hospital, it was attempted to expuond the importance to creating high_quality and diverse space environments, as well as humanized details, which are bas...
By summarizing and analyzing the design of comprehensive medical building for the PLA. s No. 306 Hospital, it was attempted to expuond the importance to creating high_quality and diverse space environments, as well as humanized details, which are bas...
2006, 36(10): 32-35.
doi: 10.13204/j.gyjz200610010
Abstract:
A method to regulate bias between the mass center and stiffness center of irregular plate structure is proposed. Some experience to regulate the bias in order to improve the internal force distribution of shear_torsion is concluded on the basis of an...
A method to regulate bias between the mass center and stiffness center of irregular plate structure is proposed. Some experience to regulate the bias in order to improve the internal force distribution of shear_torsion is concluded on the basis of an...
2006, 36(10): 36-38.
doi: 10.13204/j.gyjz200610011
Abstract:
In order to insure the seismic performance of an apartment RC building with 61 6m_high bottom story in the area of seismic fortification intensity 7, the frame_wall plan was adopted, in which RC shear walls were arranged at the ends of the building a...
In order to insure the seismic performance of an apartment RC building with 61 6m_high bottom story in the area of seismic fortification intensity 7, the frame_wall plan was adopted, in which RC shear walls were arranged at the ends of the building a...
2006, 36(10): 39-42.
doi: 10.13204/j.gyjz200610012
Abstract:
It is briefly introduced that some problems of the tall building basement design. Which are expounded from basement anti_floating, asymmetrical subsidence, structural over_length, foundation forms, calculating methods and design of civil air defence ...
It is briefly introduced that some problems of the tall building basement design. Which are expounded from basement anti_floating, asymmetrical subsidence, structural over_length, foundation forms, calculating methods and design of civil air defence ...
2006, 36(10): 43-45.
doi: 10.13204/j.gyjz200610013
Abstract:
A series of RC beams strengthened in flexure with CFRP plates were tested and studied. The test results showed that the CRFP plate reinforcement could highly increase the bending load capacity of the beam. Based on the testing results, the load_defor...
A series of RC beams strengthened in flexure with CFRP plates were tested and studied. The test results showed that the CRFP plate reinforcement could highly increase the bending load capacity of the beam. Based on the testing results, the load_defor...
2006, 36(10): 46-53.
doi: 10.13204/j.gyjz200610014
Abstract:
By means of half_space Mindlin. s elastic solutions and correspondence principle between elasticity and viscoelasticity, the viscoelastic solution of displacement, subjected to suddenly applied vertical force and given elastic volume strain and stand...
By means of half_space Mindlin. s elastic solutions and correspondence principle between elasticity and viscoelasticity, the viscoelastic solution of displacement, subjected to suddenly applied vertical force and given elastic volume strain and stand...
2006, 36(10): 54-56.
doi: 10.13204/j.gyjz200610015
Abstract:
First, the rule of the composite foundation settlement has been summarized; second, the Weibull model characteristic and applicability have been presented; last, using Weibull model, composite foundation settlement has been predicted and calculated b...
First, the rule of the composite foundation settlement has been summarized; second, the Weibull model characteristic and applicability have been presented; last, using Weibull model, composite foundation settlement has been predicted and calculated b...
2006, 36(10): 57-60.
doi: 10.13204/j.gyjz200610016
Abstract:
Root piles and chemical grouting are the combination of two reinforcing slope methods. Root piles offer anti_slide and anchor function for slope, and chemical grouting can improve soil shear strength efficiently. If the traditional limit balance is u...
Root piles and chemical grouting are the combination of two reinforcing slope methods. Root piles offer anti_slide and anchor function for slope, and chemical grouting can improve soil shear strength efficiently. If the traditional limit balance is u...
2006, 36(10): 61-64.
doi: 10.13204/j.gyjz200610017
Abstract:
Chloride deicers are referred to as deicing salt, which can thaw ice and produce severe corrosions to road, bridge, building, underground pipeline and car etc. Therefore, decreasing their corrosions is very important. The test mehtod is a key. It is ...
Chloride deicers are referred to as deicing salt, which can thaw ice and produce severe corrosions to road, bridge, building, underground pipeline and car etc. Therefore, decreasing their corrosions is very important. The test mehtod is a key. It is ...
2006, 36(10): 65-68.
doi: 10.13204/j.gyjz200610018
Abstract:
Through the experiments on freeze-thaw, it was studied the influence of the grade of concrete strength, the volume fraction of steel fiber and number of freeze-thaw circulation on the dynamic modulus of elasticity. The mechanism of peeling and damage...
Through the experiments on freeze-thaw, it was studied the influence of the grade of concrete strength, the volume fraction of steel fiber and number of freeze-thaw circulation on the dynamic modulus of elasticity. The mechanism of peeling and damage...
2006, 36(10): 69-71.
doi: 10.13204/j.gyjz200610019
Abstract:
Wind load is always the major or even the decisive load applied to long-span spatial structures, so much more attention is paid to dynamic response of reticulated shell structures under wind load. Systematic parameter analysis of windinduced response...
Wind load is always the major or even the decisive load applied to long-span spatial structures, so much more attention is paid to dynamic response of reticulated shell structures under wind load. Systematic parameter analysis of windinduced response...
2006, 36(10): 72-74.
doi: 10.13204/j.gyjz200610020
Abstract:
During the construction of the in-place structure of reinforced concrete, the tube-and-coupler formwork support is the most popular formwork support system. Currently, during the calculation of stability of the vertical pole of the support system, th...
During the construction of the in-place structure of reinforced concrete, the tube-and-coupler formwork support is the most popular formwork support system. Currently, during the calculation of stability of the vertical pole of the support system, th...
2006, 36(10): 75-78.
doi: 10.13204/j.gyjz200610021
Abstract:
Using the finite element method, the integral stability of the homemade rolled H-section beams is calculated and the applicability of the theoretical method in / Code for Design of Steel Structures0 (GB 50017-2003) is analyzed. It is indicated that t...
Using the finite element method, the integral stability of the homemade rolled H-section beams is calculated and the applicability of the theoretical method in / Code for Design of Steel Structures0 (GB 50017-2003) is analyzed. It is indicated that t...
2006, 36(10): 79-80.
doi: 10.13204/j.gyjz200610022
Abstract:
It was conducted the test of 16 concrete filled steel tubes (CFST) with different steel ratio under eccentric compression. The load-deformation curves and the ultimate loads of the samples were obtained. The formula of bearing capacity for CFST was a...
It was conducted the test of 16 concrete filled steel tubes (CFST) with different steel ratio under eccentric compression. The load-deformation curves and the ultimate loads of the samples were obtained. The formula of bearing capacity for CFST was a...
2006, 36(10): 81-85.
doi: 10.13204/j.gyjz200610023
Abstract:
Based on the definition of first internal forces, secondary internal forces and resultant internal forces of a prestressed concrete structure, it is indicated that the problems of analyzing modern prestressed concrete structures by current code; and ...
Based on the definition of first internal forces, secondary internal forces and resultant internal forces of a prestressed concrete structure, it is indicated that the problems of analyzing modern prestressed concrete structures by current code; and ...
2006, 36(10): 86-89.
doi: 10.13204/j.gyjz200610024
Abstract:
Since the promulgation of Technical Specification for Concrete Structures of Tall Building (JGJ 3-2002) in June, 2002, most of the engineers could keep on request of the specification in their projects. But there are some differences in using idiogra...
Since the promulgation of Technical Specification for Concrete Structures of Tall Building (JGJ 3-2002) in June, 2002, most of the engineers could keep on request of the specification in their projects. But there are some differences in using idiogra...
THE MINIMUM STEEL RATIO OF REINFORCED LIGHT-WEIGHT AGGREGATE CONCRETE MEMBER UNDER SHEAR AND TORSION
2006, 36(10): 90-92.
doi: 10.13204/j.gyjz200610025
Abstract:
According to determining condition of minimum steel ratio and achievements in research on ligh-t weight aggregate concrete structures, the calculation formulas of minimum steel ratio were derived from shear and torsion. It presented the basis for com...
According to determining condition of minimum steel ratio and achievements in research on ligh-t weight aggregate concrete structures, the calculation formulas of minimum steel ratio were derived from shear and torsion. It presented the basis for com...
2006, 36(10): 93-96.
doi: 10.13204/j.gyjz200610026
Abstract:
The storey-adding and reinforcement design method were discussed through the reconstructing of a building. Various methods were explored to deal with the deficiency of the colomncs strength. The critical factor was found out from comparing the adding...
The storey-adding and reinforcement design method were discussed through the reconstructing of a building. Various methods were explored to deal with the deficiency of the colomncs strength. The critical factor was found out from comparing the adding...
2006, 36(10): 97-100.
doi: 10.13204/j.gyjz200610027
Abstract:
It is introduced the deisgn of reinforcement and rebuilding of an old sickroom adding iatrical elevator in soft soil area, some logical structural measures were used to deal with the affiliation between the old building and the new building in this d...
It is introduced the deisgn of reinforcement and rebuilding of an old sickroom adding iatrical elevator in soft soil area, some logical structural measures were used to deal with the affiliation between the old building and the new building in this d...
2006, 36(10): 101-103.
doi: 10.13204/j.gyjz200610028
Abstract:
According to a practical project and with a view to the relations between the newly-added steel girder and the original concrete column, it is introduced a girder-concrete joint, which is analysed through different models.
According to a practical project and with a view to the relations between the newly-added steel girder and the original concrete column, it is introduced a girder-concrete joint, which is analysed through different models.
2006, 36(10): 104-106.
doi: 10.13204/j.gyjz200610029
Abstract:
It is summarized that the recent research advances on flexural strengthening with NSM FRP and presented the formula predicting flexural capacity of the failure modes with the assumption of plane section. By comparison, the predictions agree well with...
It is summarized that the recent research advances on flexural strengthening with NSM FRP and presented the formula predicting flexural capacity of the failure modes with the assumption of plane section. By comparison, the predictions agree well with...
2006, 36(10): 107-108.
doi: 10.13204/j.gyjz200610030
Abstract:
The underground garage of Ningbo South Railway Station Square is a demonstration project of the new technology implementation in Ningbo. It is presentsed the experience in design and construction of the garage, and some design and calculation charact...
The underground garage of Ningbo South Railway Station Square is a demonstration project of the new technology implementation in Ningbo. It is presentsed the experience in design and construction of the garage, and some design and calculation charact...
