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2012 Vol. 42, No. 5
Display Method:
2012, 42(5): 1-11.
doi: 10.13204/j.gyjz2011205001
Abstract:
Stainless steels have unique properties such as favorable corrosion resistance and durability,which could be a satisfactory solution to the corrosion problem of ordinary steel structures.Naturally,service lives of structures are able to get prolonged...
Stainless steels have unique properties such as favorable corrosion resistance and durability,which could be a satisfactory solution to the corrosion problem of ordinary steel structures.Naturally,service lives of structures are able to get prolonged...
2012, 42(5): 12-20.
doi: 10.13204/j.gyjz2011205002
Abstract:
ANSYS is employed to study the overall buckling properties of stainless steel cold formed tubular columns under axial load.Non-linear property of material,the effect of cold-formed,local and overall imperfection as well as the residual stress are con...
ANSYS is employed to study the overall buckling properties of stainless steel cold formed tubular columns under axial load.Non-linear property of material,the effect of cold-formed,local and overall imperfection as well as the residual stress are con...
2012, 42(5): 21-28.
doi: 10.13204/j.gyjz2011205003
Abstract:
Test results of the stainless steel material property indicate that: considerable difference exists among different states of the same type stainless steel and also exists among varieties of type.However this difference is not directly considered in ...
Test results of the stainless steel material property indicate that: considerable difference exists among different states of the same type stainless steel and also exists among varieties of type.However this difference is not directly considered in ...
2012, 42(5): 29-32.
doi: 10.13204/j.gyjz2011205004
Abstract:
In order to investigate the inelastic deformation behavior of stainless steel beams,4 stainless steel welded beams under pure bending and concentrated loading were performed.The tested material was austenitic stainless steel 316. The relationship bet...
In order to investigate the inelastic deformation behavior of stainless steel beams,4 stainless steel welded beams under pure bending and concentrated loading were performed.The tested material was austenitic stainless steel 316. The relationship bet...
2012, 42(5): 33-40.
doi: 10.13204/j.gyjz2011205005
Abstract:
Test investigation was performed on the stainless steel flexural members with sections consist of SHS,RHS and welding H section.The flexural members were made in austenitic stainless steel type 304. The test included 39 flexural members totally with ...
Test investigation was performed on the stainless steel flexural members with sections consist of SHS,RHS and welding H section.The flexural members were made in austenitic stainless steel type 304. The test included 39 flexural members totally with ...
2012, 42(5): 41-44.
doi: 10.13204/j.gyjz2011205006
Abstract:
Design methods about stainless beam-columns that are buckling about the axis of the bending in three typical stainless design codes,Code of America (SEI/ASCE 8-02),Eurocode (EN 1993-1-4: 2006) and Code of Japan (2002) are compared.A design method of ...
Design methods about stainless beam-columns that are buckling about the axis of the bending in three typical stainless design codes,Code of America (SEI/ASCE 8-02),Eurocode (EN 1993-1-4: 2006) and Code of Japan (2002) are compared.A design method of ...
2012, 42(5): 45-50,44.
doi: 10.13204/j.gyjz2011205007
Abstract:
The applications of stainless steel in construction increase gradually,including the stainless steel roof structure,the stainless steel bridge,the stainless steel wall etc.Nowadays there are few researches on the mechanical property of stainless stee...
The applications of stainless steel in construction increase gradually,including the stainless steel roof structure,the stainless steel bridge,the stainless steel wall etc.Nowadays there are few researches on the mechanical property of stainless stee...
2012, 42(5): 51-54.
doi: 10.13204/j.gyjz2011205008
Abstract:
The influence of residual stress on stainless steel beams is to cause premature yield and loss of flexural stiffness.The influences of magnitudes and distribution of residual stress on the lateral buckling are therefore important for stainless steel ...
The influence of residual stress on stainless steel beams is to cause premature yield and loss of flexural stiffness.The influences of magnitudes and distribution of residual stress on the lateral buckling are therefore important for stainless steel ...
2012, 42(5): 55-62,54.
doi: 10.13204/j.gyjz2011205009
Abstract:
Stainless steel enjoys better popularity in spatial structure construction for its endurance,anti-corrosion, fire-resistance,low temperature resistance,its attractive appearance and the low cost for repair.Recent researches on mechanical property of ...
Stainless steel enjoys better popularity in spatial structure construction for its endurance,anti-corrosion, fire-resistance,low temperature resistance,its attractive appearance and the low cost for repair.Recent researches on mechanical property of ...
A COMPARISION OF CONNECTION DESIGN IN STAINLESS STEEL STRUCTURES BETWEEN AMERICAN AND EUROPEAN CODES
2012, 42(5): 63-66.
doi: 10.13204/j.gyjz2011205010
Abstract:
Stainless steel has been widely used as load-bearing members in various engineering structures because of its good anti-rust performance,but the lack of design code affects the usage of stainless steel in China.The American stainless steel code (SEI/...
Stainless steel has been widely used as load-bearing members in various engineering structures because of its good anti-rust performance,but the lack of design code affects the usage of stainless steel in China.The American stainless steel code (SEI/...
2012, 42(5): 67-70,164.
doi: 10.13204/j.gyjz2011205011
Abstract:
Current situations and energy-consumption structure of 400 existing rural residential buildings in 43 typical villages in cold regions of Jiangsu Province have been investigated and analyzed.In addition,the comfort level of rural residential building...
Current situations and energy-consumption structure of 400 existing rural residential buildings in 43 typical villages in cold regions of Jiangsu Province have been investigated and analyzed.In addition,the comfort level of rural residential building...
2012, 42(5): 71-75.
doi: 10.13204/j.gyjz2011205012
Abstract:
This paper summarizes the characteristics of high-rise office building energy consumption in cold areas, analyzes the common problems in passive energy-saving design.On this basis,as an example of taking the scientific research office building for Xi...
This paper summarizes the characteristics of high-rise office building energy consumption in cold areas, analyzes the common problems in passive energy-saving design.On this basis,as an example of taking the scientific research office building for Xi...
2012, 42(5): 76-78,83.
doi: 10.13204/j.gyjz2011205013
Abstract:
The article divides the ecological residence into three types: the green residence,sustainable residence and health residence,according to the relationship between ecological residence with nature,and society with people. Based on which the design cr...
The article divides the ecological residence into three types: the green residence,sustainable residence and health residence,according to the relationship between ecological residence with nature,and society with people. Based on which the design cr...
2012, 42(5): 79-83.
doi: 10.13204/j.gyjz2011205014
Abstract:
The construction of model villages,in famous towns and villages is the major move of building livable urban and rural areas in Cruangdong Province.In this paper,taking Liantang Village in Jiulong Town of Guangzhou Luogang District for example,for a r...
The construction of model villages,in famous towns and villages is the major move of building livable urban and rural areas in Cruangdong Province.In this paper,taking Liantang Village in Jiulong Town of Guangzhou Luogang District for example,for a r...
2012, 42(5): 84-89,28.
doi: 10.13204/j.gyjz2011205015
Abstract:
It was conducted an experimental investigation on four steel fiber reinforced high-strength concrete frame exterior joints under the low cycle loading,and discussed the influence of steel fiber volume ratio and stirrup ratio on seismic capacity of th...
It was conducted an experimental investigation on four steel fiber reinforced high-strength concrete frame exterior joints under the low cycle loading,and discussed the influence of steel fiber volume ratio and stirrup ratio on seismic capacity of th...
2012, 42(5): 90-93,97.
doi: 10.13204/j.gyjz2011205016
Abstract:
Under low cyclic loading,6 interior frame nodes of Z-shaped concrete columns with 1 /2 scale were tested.The fracture morphology of frame nodes of Z-shaped columns was obtained.The limits of shear capacity of frame node core zone were measured,and th...
Under low cyclic loading,6 interior frame nodes of Z-shaped concrete columns with 1 /2 scale were tested.The fracture morphology of frame nodes of Z-shaped columns was obtained.The limits of shear capacity of frame node core zone were measured,and th...
2012, 42(5): 94-97.
doi: 10.13204/j.gyjz2011205017
Abstract:
Based on the traditional mechanical model of straight beam,the paper makes a systematic analysis and research on the pre-twisted Euler beam finite element numerical model.The paper uses two-node model of 12 degrees of freedom,axial displacement inter...
Based on the traditional mechanical model of straight beam,the paper makes a systematic analysis and research on the pre-twisted Euler beam finite element numerical model.The paper uses two-node model of 12 degrees of freedom,axial displacement inter...
2012, 42(5): 98-101,105.
doi: 10.13204/j.gyjz2011205018
Abstract:
Grid frame structure with phosphogypsum as the wall is a new type structure,which can be designed by the existing structure software.The conversion formula of the thickness of the equivalent shear wall is established according to the principle of the...
Grid frame structure with phosphogypsum as the wall is a new type structure,which can be designed by the existing structure software.The conversion formula of the thickness of the equivalent shear wall is established according to the principle of the...
2012, 42(5): 102-105.
doi: 10.13204/j.gyjz2011205019
Abstract:
The foundation with symmetric double batter piles is the main type,which is used for buildings and structure.The model experiments were done.The angles of the batter piles were 0,5,10,15,and 20 separately.The characteristics of the vertical bearing c...
The foundation with symmetric double batter piles is the main type,which is used for buildings and structure.The model experiments were done.The angles of the batter piles were 0,5,10,15,and 20 separately.The characteristics of the vertical bearing c...
2012, 42(5): 106-114.
doi: 10.13204/j.gyjz2011205020
Abstract:
By using the finite element software of Plaxis,the geosynthetic-reinforced and pile-supported earth platform resting on oversized deep soft soil in Chaoshan Railway Station of Xiamen-Shenzhen High Speed Railway was simulated.The settlement of subgrad...
By using the finite element software of Plaxis,the geosynthetic-reinforced and pile-supported earth platform resting on oversized deep soft soil in Chaoshan Railway Station of Xiamen-Shenzhen High Speed Railway was simulated.The settlement of subgrad...
2012, 42(5): 115-118,114.
doi: 10.13204/j.gyjz2011205021
Abstract:
MMP pile is an improved method of deep mixing cement-soil columns,and driving pile affects the surrounding soil of the pile.By using the finite element software ABAQUS,the process of MMP pile driven at a site near a railway foundation in Shanghai was...
MMP pile is an improved method of deep mixing cement-soil columns,and driving pile affects the surrounding soil of the pile.By using the finite element software ABAQUS,the process of MMP pile driven at a site near a railway foundation in Shanghai was...
2012, 42(5): 119-121.
doi: 10.13204/j.gyjz2011205022
Abstract:
Tensile tests were conducted for 320 groups of carbon fiber sheets in order to determinate mechanical properties of tensile strength,elastic modulus,elongation,etc.According to the experimental results,the values of mechanical properties were determi...
Tensile tests were conducted for 320 groups of carbon fiber sheets in order to determinate mechanical properties of tensile strength,elastic modulus,elongation,etc.According to the experimental results,the values of mechanical properties were determi...
2012, 42(5): 122-125.
doi: 10.13204/j.gyjz2011205023
Abstract:
A prestressed steel trussed arch structure with a span of 286 m is used for Costa Rica National Stadium. The steel truss was fixed by bracing structures and the grading process for removing temperary supports was also used removing temporary supports...
A prestressed steel trussed arch structure with a span of 286 m is used for Costa Rica National Stadium. The steel truss was fixed by bracing structures and the grading process for removing temperary supports was also used removing temporary supports...
2012, 42(5): 126-128.
doi: 10.13204/j.gyjz2011205024
Abstract:
Henan Broadcast TV Tower belongs to super-high structures,it has narrow high workspace and large risks.According to the actual situation of this project,this paper introduces the steel columns lifting,tower columns installation and the construction o...
Henan Broadcast TV Tower belongs to super-high structures,it has narrow high workspace and large risks.According to the actual situation of this project,this paper introduces the steel columns lifting,tower columns installation and the construction o...
2012, 42(5): 129-133.
doi: 10.13204/j.gyjz2011205025
Abstract:
Since March 15,2011, the burning performance requirements of civil construction exterior insulation materials should be upto A-level.As a non-combustible inorganic material,the mineral wool panels with small thermal conductivity,high thermal insulati...
Since March 15,2011, the burning performance requirements of civil construction exterior insulation materials should be upto A-level.As a non-combustible inorganic material,the mineral wool panels with small thermal conductivity,high thermal insulati...
2012, 42(5): 134-138,156.
doi: 10.13204/j.gyjz2011205026
Abstract:
This paper presents a review of advances in research on fire resistance and high temperature properties of high-strength concrete (HSC) and ultra-high-strength concrete (UHSC).Further research needs in the near future on UHSC,especially on reactive p...
This paper presents a review of advances in research on fire resistance and high temperature properties of high-strength concrete (HSC) and ultra-high-strength concrete (UHSC).Further research needs in the near future on UHSC,especially on reactive p...
2012, 42(5): 139-145.
doi: 10.13204/j.gyjz2011205027
Abstract:
The seismic behavior of frame side joints of the steel high-strength reinforced concrete with dog-bone type weakening has been investigated based on the experiment and analysis of nine joint specimens,under cyclic loading. The test results show that ...
The seismic behavior of frame side joints of the steel high-strength reinforced concrete with dog-bone type weakening has been investigated based on the experiment and analysis of nine joint specimens,under cyclic loading. The test results show that ...
2012, 42(5): 146-150,160.
doi: 10.13204/j.gyjz2011205028
Abstract:
To study the seismic performance of brick masonry wall strengthened with strand mesh reinforcing polymer mortar overlay,and to develop its nonlinear analysis method,experimental study on seismic performance of brick masonry wall strengthened with str...
To study the seismic performance of brick masonry wall strengthened with strand mesh reinforcing polymer mortar overlay,and to develop its nonlinear analysis method,experimental study on seismic performance of brick masonry wall strengthened with str...
2012, 42(5): 151-156.
doi: 10.13204/j.gyjz2011205029
Abstract:
The experimental investigation concerning the flexional behavior of 36 cylindrical wood beams reinforced with FRP sheets were conducted.The work mechanism and failure modes of the specimens were discussed in details. The parameters of the specimens w...
The experimental investigation concerning the flexional behavior of 36 cylindrical wood beams reinforced with FRP sheets were conducted.The work mechanism and failure modes of the specimens were discussed in details. The parameters of the specimens w...
2012, 42(5): 157-160.
doi: 10.13204/j.gyjz2011205030
Abstract:
Because of the change in building functions of a public building of Rizao City,a large span cantilever beam(1. 8 m) of post-installed fastenings needs to be casted,and other horizontal components'bearing capacity is insufficient due to loads increasi...
Because of the change in building functions of a public building of Rizao City,a large span cantilever beam(1. 8 m) of post-installed fastenings needs to be casted,and other horizontal components'bearing capacity is insufficient due to loads increasi...
2012, 42(5): 161-164.
doi: 10.13204/j.gyjz2011205031
Abstract:
North Anhui is a region with long history and cultural richness.Existing architectures of large variety and high level are precious gifts from history.This article deeply analyzes the types and patterns of existing traditional architectures in this r...
North Anhui is a region with long history and cultural richness.Existing architectures of large variety and high level are precious gifts from history.This article deeply analyzes the types and patterns of existing traditional architectures in this r...
