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2014 Vol. 44, No. 12
Display Method:
2014, 44(12): 1-7.
doi: 10.13204/j.gyjz2001412001
Abstract:
The purpose of this paper was to observe and analyse the related issues of the application of steel plate reinforced concrete structure in nuclear power engineering，focusing on how to apply the new type of structure to the type of complex projects of...
The purpose of this paper was to observe and analyse the related issues of the application of steel plate reinforced concrete structure in nuclear power engineering，focusing on how to apply the new type of structure to the type of complex projects of...
2014, 44(12): 8-11.
doi: 10.13204/j.gyjz2001412002
Abstract:
After Fukushima nuclear accident in Japan，National Nuclear Safety Administration ( NNSA) in China issued requirements that nuclear power plants including of operation and construction must carry out Seismic Margin Assessment ( SMA) ． It is certainly ...
After Fukushima nuclear accident in Japan，National Nuclear Safety Administration ( NNSA) in China issued requirements that nuclear power plants including of operation and construction must carry out Seismic Margin Assessment ( SMA) ． It is certainly ...
2014, 44(12): 12-16.
doi: 10.13204/j.gyjz2001412003
Abstract:
By quasi-static testing two sets of specimens of steel-concrete sandwich composite shear wall，including tests of the bearing capacity，deformability，failure mode of the specimens，valuable results were obtained from the tests，such as the typical failur...
By quasi-static testing two sets of specimens of steel-concrete sandwich composite shear wall，including tests of the bearing capacity，deformability，failure mode of the specimens，valuable results were obtained from the tests，such as the typical failur...
2014, 44(12): 17-21.
doi: 10.13204/j.gyjz2001412004
Abstract:
It was conducted simply supported single point load-out of plane shear performance tests for five specimens of steel plate reinforced concrete slab，whose shear-span ratio was in the range of 2 ～ 5，and the distance-thickness ratios of steel concrete s...
It was conducted simply supported single point load-out of plane shear performance tests for five specimens of steel plate reinforced concrete slab，whose shear-span ratio was in the range of 2 ～ 5，and the distance-thickness ratios of steel concrete s...
2014, 44(12): 22-29.
doi: 10.13204/j.gyjz2001412005
Abstract:
Through external force performance tests of 10 steel-concrete sandwich composite shear wall specimens， the failure characteristics，bearing capacity，stiffness，deformation capacity of each type of specimen under one-way compression and bending loads we...
Through external force performance tests of 10 steel-concrete sandwich composite shear wall specimens， the failure characteristics，bearing capacity，stiffness，deformation capacity of each type of specimen under one-way compression and bending loads we...
2014, 44(12): 30-35.
doi: 10.13204/j.gyjz2001412006
Abstract:
The seismic behavior of steel plate reinforced concrete ( SC) shear walls with an opening was studied through low frequency cyclic tests． The effects of opening，reinforcing measures and axial compressive forces were taken into account in the tests． B...
The seismic behavior of steel plate reinforced concrete ( SC) shear walls with an opening was studied through low frequency cyclic tests． The effects of opening，reinforcing measures and axial compressive forces were taken into account in the tests． B...
2014, 44(12): 36-40.
doi: 10.13204/j.gyjz2001412007
Abstract:
According to the test information of a static load test on a 1∶ 3 scale specimen of a large-span half-steelconcrete ( HSC) hollow composited plate for the composited roof of a nuclear power plant，a nonlinear finite element model of the composited pla...
According to the test information of a static load test on a 1∶ 3 scale specimen of a large-span half-steelconcrete ( HSC) hollow composited plate for the composited roof of a nuclear power plant，a nonlinear finite element model of the composited pla...
2014, 44(12): 41-43.
doi: 10.13204/j.gyjz2001412008
Abstract:
In order to discuss the application of isolation technology in nuclear power engineering，isolation design and analysis of an emergency control center building，including expatiation of selection and layout of the isolation bearings，finite element mode...
In order to discuss the application of isolation technology in nuclear power engineering，isolation design and analysis of an emergency control center building，including expatiation of selection and layout of the isolation bearings，finite element mode...
2014, 44(12): 48-52.
doi: 10.13204/j.gyjz2001412009
Abstract:
It was explored the model of protecting and using railway heritage areas to form the organic reproduction by way of using the advanced theory of protecting and using industrial heritages，as well as practice of thinking inspiration，also by generalizin...
It was explored the model of protecting and using railway heritage areas to form the organic reproduction by way of using the advanced theory of protecting and using industrial heritages，as well as practice of thinking inspiration，also by generalizin...
2014, 44(12): 53-56.
doi: 10.13204/j.gyjz2001412010
Abstract:
In the rejuvenation plan of Nantong Tangzha Industrial Heritage，the planning objective is made it become a traditional handicraft creative industrial district of China． In its first stage of development， as a pioneer demonstration area，it would be co...
In the rejuvenation plan of Nantong Tangzha Industrial Heritage，the planning objective is made it become a traditional handicraft creative industrial district of China． In its first stage of development， as a pioneer demonstration area，it would be co...
2014, 44(12): 57-62.
doi: 10.13204/j.gyjz2001412011
Abstract:
Experimental studies on four shear wall specimens under low-cyclic reversed loading were carried out，in which high-strength rebar with the yield strength of 1 000 MPa were used in boundary embedded columns of reinforced concrete shear walls． The bend...
Experimental studies on four shear wall specimens under low-cyclic reversed loading were carried out，in which high-strength rebar with the yield strength of 1 000 MPa were used in boundary embedded columns of reinforced concrete shear walls． The bend...
2014, 44(12): 68-73.
doi: 10.13204/j.gyjz2001412012
Abstract:
The finite element analysis of masonry structures has always been complex and difficult to ensure its accuracy． To avoid the difference of the stiffness by using the equivalent framework to simplify and analyse the masonry，the single bending deformat...
The finite element analysis of masonry structures has always been complex and difficult to ensure its accuracy． To avoid the difference of the stiffness by using the equivalent framework to simplify and analyse the masonry，the single bending deformat...
2014, 44(12): 74-78.
doi: 10.13204/j.gyjz2001412013
Abstract:
Under different vertical loads，the low-cycle reversed loading test of 3 pieces of recycled aggregate concrete hollow block walls ＲACHBW specimens with 85% recycled coarse aggregate’s replacement ratio was conducted in this research． The load carrying...
Under different vertical loads，the low-cycle reversed loading test of 3 pieces of recycled aggregate concrete hollow block walls ＲACHBW specimens with 85% recycled coarse aggregate’s replacement ratio was conducted in this research． The load carrying...
2014, 44(12): 79-82.
doi: 10.13204/j.gyjz2001412014
Abstract:
In the conventional displacement finite element methods，the stresses are obtained from a differential operation after the nodal displacements are determined． In order to improve the accuracy of the stress，a first-order multivariable form was proposed...
In the conventional displacement finite element methods，the stresses are obtained from a differential operation after the nodal displacements are determined． In order to improve the accuracy of the stress，a first-order multivariable form was proposed...
2014, 44(12): 88-94.
doi: 10.13204/j.gyjz2001412015
Abstract:
For an express railway embankment foundation with a thick mud layer underlying a thick top loose sand layer， in order to control only post-construction settlement，which is the best technical and economical treatment method，is still unclear． In this p...
For an express railway embankment foundation with a thick mud layer underlying a thick top loose sand layer， in order to control only post-construction settlement，which is the best technical and economical treatment method，is still unclear． In this p...
2014, 44(12): 102-108.
doi: 10.13204/j.gyjz2001412016
Abstract:
In order to make up high performance ceramsite concrete ( HPCC) and be applied in engineering practice， the best mixture ratio of high-strength shale ceramsite concrete ( HSSCC) no less than LC40 is obtained by orthogonal tests based on the indexes o...
In order to make up high performance ceramsite concrete ( HPCC) and be applied in engineering practice， the best mixture ratio of high-strength shale ceramsite concrete ( HSSCC) no less than LC40 is obtained by orthogonal tests based on the indexes o...
2014, 44(12): 109-112.
doi: 10.13204/j.gyjz2001412017
Abstract:
Aiming at the design and construction characteristics of self compacting concrete for a steel box girder engineering by optimizing the mix design，mixing with the polycarboxylate superplasticizer，fly ash and slag powder for high fluid mixture，adding i...
Aiming at the design and construction characteristics of self compacting concrete for a steel box girder engineering by optimizing the mix design，mixing with the polycarboxylate superplasticizer，fly ash and slag powder for high fluid mixture，adding i...
2014, 44(12): 113-117.
doi: 10.13204/j.gyjz2001412018
Abstract:
The porous properties of spontaneous combustion gangue aggregate determine its water absorption properties，and the additional water and pre-wetting time have a greater influence on the performance of concrete． Through experimental study on the concre...
The porous properties of spontaneous combustion gangue aggregate determine its water absorption properties，and the additional water and pre-wetting time have a greater influence on the performance of concrete． Through experimental study on the concre...
2014, 44(12): 118-122.
doi: 10.13204/j.gyjz2001412019
Abstract:
The steel roof of China Expo Exhibition Center C1 zone belongs to a very large structure． It has a large gross floor area and high storey． In order to avoid the aerial work，the main roof trusses were preassembled on the ground and temporary steel sup...
The steel roof of China Expo Exhibition Center C1 zone belongs to a very large structure． It has a large gross floor area and high storey． In order to avoid the aerial work，the main roof trusses were preassembled on the ground and temporary steel sup...
2014, 44(12): 123-127.
doi: 10.13204/j.gyjz2001412020
Abstract:
To realize industrialization in residence building， the lateral resisting system must be prefabricated． The steel plate shear wall was one of the selections． Two 1∶ 3 scaled models of steel plate shear walls with horizontal stiffener were tested with...
To realize industrialization in residence building， the lateral resisting system must be prefabricated． The steel plate shear wall was one of the selections． Two 1∶ 3 scaled models of steel plate shear walls with horizontal stiffener were tested with...
2014, 44(12): 128-131.
doi: 10.13204/j.gyjz2001412021
Abstract:
The truss beam of new industrial prefabricated high-rise steel structure is different from the traditional one． For the stability calculation，it is needed to separate the truss beam into web member and chord member． And the effective length is used t...
The truss beam of new industrial prefabricated high-rise steel structure is different from the traditional one． For the stability calculation，it is needed to separate the truss beam into web member and chord member． And the effective length is used t...
2014, 44(12): 132-136.
doi: 10.13204/j.gyjz2001412022
Abstract:
To investigate the influence of two parameters of cable pretension and diameter，on the seismic behavior of a steel mega frame and cable-braced structure and obtain appropriate values of these two parameters，the Pushover analyses were made for typical...
To investigate the influence of two parameters of cable pretension and diameter，on the seismic behavior of a steel mega frame and cable-braced structure and obtain appropriate values of these two parameters，the Pushover analyses were made for typical...
2014, 44(12): 137-141.
doi: 10.13204/j.gyjz2001412023
Abstract:
The displacement ductility factor of SRHSC frame columns was studied by the experimental results of 80 C60—C80 column specimens subjected to a constant axial load and cyclic lateral loads． A 4-6-1 BP neural network model was built by using artificial...
The displacement ductility factor of SRHSC frame columns was studied by the experimental results of 80 C60—C80 column specimens subjected to a constant axial load and cyclic lateral loads． A 4-6-1 BP neural network model was built by using artificial...
2014, 44(12): 142-145.
doi: 10.13204/j.gyjz2001412024
Abstract:
In order to study the sensitivity of the Daqing West Railway Station's cross-layer and heavy-load plane truss structure to initial imperfection，based on the large displacement control theory LDC method，it was put forward static-deformation buckling a...
In order to study the sensitivity of the Daqing West Railway Station's cross-layer and heavy-load plane truss structure to initial imperfection，based on the large displacement control theory LDC method，it was put forward static-deformation buckling a...
2014, 44(12): 146-153.
doi: 10.13204/j.gyjz2001412025
Abstract:
It was introduced the shortcomings of the structure design method adopted in our country currently and the basic principles of“design value method”in international standards． According to the statistical results and the design value of load and resis...
It was introduced the shortcomings of the structure design method adopted in our country currently and the basic principles of“design value method”in international standards． According to the statistical results and the design value of load and resis...
2014, 44(12): 154-156.
doi: 10.13204/j.gyjz2001412026
Abstract:
Obvious vibration occurred in the structure of soaking pit house，calculation，vibration test and on-site inspection were carried out for the actual structure，it was found that most of bolts connecting the crane beam upper flange and column and brake s...
Obvious vibration occurred in the structure of soaking pit house，calculation，vibration test and on-site inspection were carried out for the actual structure，it was found that most of bolts connecting the crane beam upper flange and column and brake s...
2014, 44(12): 157-162.
doi: 10.13204/j.gyjz2001412027
Abstract:
A super-high-rise office building comprises three levels of basement and 57 stories above ground，whose main roof has a height of 296 m． The structural system is the one of steel-concrete frame-core tube with strengthened stories． Programs such as ETA...
A super-high-rise office building comprises three levels of basement and 57 stories above ground，whose main roof has a height of 296 m． The structural system is the one of steel-concrete frame-core tube with strengthened stories． Programs such as ETA...
2014, 44(12): 163-167.
doi: 10.13204/j.gyjz2001412028
Abstract:
The high-rise frame-core tube structure for Anhui Hotel was chosen as the object structure，which was analyzed and modeled by the structural design software SATWE commonly used in China． The results were checked by the finite element analysis software...
The high-rise frame-core tube structure for Anhui Hotel was chosen as the object structure，which was analyzed and modeled by the structural design software SATWE commonly used in China． The results were checked by the finite element analysis software...
2014, 44(12): 168-170.
doi: 10.13204/j.gyjz2001412029
Abstract:
A special visual effect will be brought that monomer plant can not be seen if the outer space and architectural environment of the industrial building are considered． Outer space is using fused elements that include the district environment in front ...
A special visual effect will be brought that monomer plant can not be seen if the outer space and architectural environment of the industrial building are considered． Outer space is using fused elements that include the district environment in front ...
2014, 44(12): 171-174.
doi: 10.13204/j.gyjz2001412030
Abstract:
As the rapid development of urban and rural construction in China，there is also the challenge of increasing resource-consuming and rapid dropping environmental quality． The environmental problem is increasingly outstanding and the air pollution is ri...
As the rapid development of urban and rural construction in China，there is also the challenge of increasing resource-consuming and rapid dropping environmental quality． The environmental problem is increasingly outstanding and the air pollution is ri...
