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2012 Vol. 42, No. 6
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2012, 42(6): 1-4,28.
doi: 10.13204/j.gyjz201206001
Abstract:
In view of the fact that the state is vigorously promoting the industrial restructuring, the paper analyzes theinternal demand and external power of the industrial restructuring in old industrial cities with the example ofMaanshan. Taking the case of...
In view of the fact that the state is vigorously promoting the industrial restructuring, the paper analyzes theinternal demand and external power of the industrial restructuring in old industrial cities with the example ofMaanshan. Taking the case of...
2012, 42(6): 5-7.
doi: 10.13204/j.gyjz201206002
Abstract:
There are always about the similar and monotonic visions in the design of industrial factory buildings dueto lack of regional characteristics. By means of taking the planning and monomer design of factory area for HuataiGroup, for example, from the g...
There are always about the similar and monotonic visions in the design of industrial factory buildings dueto lack of regional characteristics. By means of taking the planning and monomer design of factory area for HuataiGroup, for example, from the g...
2012, 42(6): 8-11,141.
doi: 10.13204/j.gyjz201206003
Abstract:
With the changes of the domestic and foreign environment and their own evolution, the development zonesare generally facing the reconstructions of functional and spatial transformation. It was analyzed the planning of thehigh-tech zone in Pingdingsha...
With the changes of the domestic and foreign environment and their own evolution, the development zonesare generally facing the reconstructions of functional and spatial transformation. It was analyzed the planning of thehigh-tech zone in Pingdingsha...
2012, 42(6): 12-15.
doi: 10.13204/j.gyjz201206004
Abstract:
This article made a brief introduction to the renovation project of the Pilsner Urquell in Czech Republic,summed up the ways of activating the traditional industries through industrial heritage renovation to promote regionalindustrial recovery, and r...
This article made a brief introduction to the renovation project of the Pilsner Urquell in Czech Republic,summed up the ways of activating the traditional industries through industrial heritage renovation to promote regionalindustrial recovery, and r...
2012, 42(6): 16-19.
doi: 10.13204/j.gyjz201206005
Abstract:
Prosperity of national industry and commerce has left many industrial architectural heritages which areworthy of respect and protection in modern cities. In the process of urban redevelopment, more and more attention hasbeen paid to how to use these ...
Prosperity of national industry and commerce has left many industrial architectural heritages which areworthy of respect and protection in modern cities. In the process of urban redevelopment, more and more attention hasbeen paid to how to use these ...
2012, 42(6): 20-24,82.
doi: 10.13204/j.gyjz201206006
Abstract:
In this paper, the elements, principles and pattern were summarized for revitalization of industrial building heritage. A design case showed how these elements, principles and pattern were implemented in detail.
In this paper, the elements, principles and pattern were summarized for revitalization of industrial building heritage. A design case showed how these elements, principles and pattern were implemented in detail.
2012, 42(6): 25-28.
doi: 10.13204/j.gyjz201206007
Abstract:
Because of the demand on low carbon energy conservation and environmental protection, the boiler roomfor winter heating in China University of Mining and Technology was closed more than ten years ago, idling already fora long time. The architectural ...
Because of the demand on low carbon energy conservation and environmental protection, the boiler roomfor winter heating in China University of Mining and Technology was closed more than ten years ago, idling already fora long time. The architectural ...
2012, 42(6): 29-33.
doi: 10.13204/j.gyjz201206008
Abstract:
A large number of old industrial buildings occurred during the process of the constructions in southwvestregions, which had not only physical functions but also carried the history and culture. It was analysed the values ofPanzhihua industrial buildi...
A large number of old industrial buildings occurred during the process of the constructions in southwvestregions, which had not only physical functions but also carried the history and culture. It was analysed the values ofPanzhihua industrial buildi...
2012, 42(6): 34-37.
doi: 10.13204/j.gyjz201206009
Abstract:
It was integrated reconstruction and the relocation' s practice of the plant front area in QingyangPetrochemical Factory and analyzed the overall reconstruction planning and architectural landscape design of the plantarea by the method of combining w...
It was integrated reconstruction and the relocation' s practice of the plant front area in QingyangPetrochemical Factory and analyzed the overall reconstruction planning and architectural landscape design of the plantarea by the method of combining w...
2012, 42(6): 38-40.
doi: 10.13204/j.gyjz201206010
Abstract:
Through structural performance testing of 4 continuous prestressed concrete laminated hollow slabs whichreinforced with cold-rolled ribbed in bearing, it was studied their structural performances and also analysed theirperformances of redistribution ...
Through structural performance testing of 4 continuous prestressed concrete laminated hollow slabs whichreinforced with cold-rolled ribbed in bearing, it was studied their structural performances and also analysed theirperformances of redistribution ...
2012, 42(6): 41-45.
doi: 10.13204/j.gyjz201206011
Abstract:
In order to study systematically the stiffness matrix and load array of space beam element with the impactof shear deformation, the element was analyzed by the energy variation principle. The displacement functions forspace beam element with shear de...
In order to study systematically the stiffness matrix and load array of space beam element with the impactof shear deformation, the element was analyzed by the energy variation principle. The displacement functions forspace beam element with shear de...
2012, 42(6): 46-54.
doi: 10.13204/j.gyjz201206012
Abstract:
Tubular hollow slab is the hollow slab whose internal mold is permanent internal mold of GBF serial highstrength thin-wall pipe. Experimental study on the behavior of plastic internal force redistribution of two kinds of tubular hollow slabs which ha...
Tubular hollow slab is the hollow slab whose internal mold is permanent internal mold of GBF serial highstrength thin-wall pipe. Experimental study on the behavior of plastic internal force redistribution of two kinds of tubular hollow slabs which ha...
2012, 42(6): 55-59.
doi: 10.13204/j.gyjz201206013
Abstract:
Based on wind tunnel test of Wuxi New District Science and Technology Communication Center, the windpressure distribution was analyzed under the condition of with and without surrounding buildings. Moreover, the shapecoefficients of three typical reg...
Based on wind tunnel test of Wuxi New District Science and Technology Communication Center, the windpressure distribution was analyzed under the condition of with and without surrounding buildings. Moreover, the shapecoefficients of three typical reg...
2012, 42(6): 60-64,130.
doi: 10.13204/j.gyjz201206014
Abstract:
This paper describes an experimental research on 3 damaged steel reinforced L shape section concretecolumns and a damaged normal L shape section concrete column strengthened by steel encasement under horizontallow cyclic loading. Based on the test re...
This paper describes an experimental research on 3 damaged steel reinforced L shape section concretecolumns and a damaged normal L shape section concrete column strengthened by steel encasement under horizontallow cyclic loading. Based on the test re...
2012, 42(6): 65-71.
doi: 10.13204/j.gyjz201206015
Abstract:
It was carried out an experimental research on seismic performance of brick masonry walls with pilasterreinforced by glass GFRP whenthrough-wall anchors were used. By carrying out the experiment of six pieces ofbrick masonry walls with pilaster stren...
It was carried out an experimental research on seismic performance of brick masonry walls with pilasterreinforced by glass GFRP whenthrough-wall anchors were used. By carrying out the experiment of six pieces ofbrick masonry walls with pilaster stren...
2012, 42(6): 72-76.
doi: 10.13204/j.gyjz201206016
Abstract:
Eight RC beams including four CFRP strengthened beams were tested after short-term fatigue. Thedistortion, stress distribution, ultimate load of corroded reinforced concrete beams were investigated. Both theexperimental and analytical results indicat...
Eight RC beams including four CFRP strengthened beams were tested after short-term fatigue. Thedistortion, stress distribution, ultimate load of corroded reinforced concrete beams were investigated. Both theexperimental and analytical results indicat...
EXPERIMENTAL STUDY ON FLEXURAL FATIGUE PERFORMANCE OF RC BEAMS STRENGTHENED WITH HYBRID FIBER SHEETS
2012, 42(6): 77-82.
doi: 10.13204/j.gyjz201206017
Abstract:
The variable amplitude test of BC beams was investigated with 5 specimens, in which the flexural fatiguebehavior of RC beams strengthened with carbon /glass hybrid fiber sheets and carbon /basalt hybrid fiber sheets wasstudied, and compared with that...
The variable amplitude test of BC beams was investigated with 5 specimens, in which the flexural fatiguebehavior of RC beams strengthened with carbon /glass hybrid fiber sheets and carbon /basalt hybrid fiber sheets wasstudied, and compared with that...
2012, 42(6): 83-87.
doi: 10.13204/j.gyjz201206018
Abstract:
Seven reinforced concrete beams (two contrast beams and five externally prestressed beams) were tested.The fracture morphology, crack situation, and regularity of changing strain of steel bars and external tendons underdifferent stress of tension con...
Seven reinforced concrete beams (two contrast beams and five externally prestressed beams) were tested.The fracture morphology, crack situation, and regularity of changing strain of steel bars and external tendons underdifferent stress of tension con...
2012, 42(6): 88-91.
doi: 10.13204/j.gyjz201206019
Abstract:
To analyse the mechanical property, the experimental study on timber beam strengthened with CFRP sheetwere performed. The shear behaviors, such as failure patterns in shear, load-deflection curves and relationshipbetween load and strain were obtained...
To analyse the mechanical property, the experimental study on timber beam strengthened with CFRP sheetwere performed. The shear behaviors, such as failure patterns in shear, load-deflection curves and relationshipbetween load and strain were obtained...
2012, 42(6): 92-97.
doi: 10.13204/j.gyjz201206020
Abstract:
Anchor block is one of the key structure in the externally prestressed concrete bridges, whose rationalityplays a very important role in the bridge fatigue, durability and load capacity. Taking use of the large common finiteelement program ANSYS on t...
Anchor block is one of the key structure in the externally prestressed concrete bridges, whose rationalityplays a very important role in the bridge fatigue, durability and load capacity. Taking use of the large common finiteelement program ANSYS on t...
2012, 42(6): 98-101.
doi: 10.13204/j.gyjz201206021
Abstract:
Strain gauge is often used to study and monitor the strain of the component in the foundation. But thepositive pressure applied to the strain gauge will influence the strain measuring. The experiments were done to studythe influence. The study indica...
Strain gauge is often used to study and monitor the strain of the component in the foundation. But thepositive pressure applied to the strain gauge will influence the strain measuring. The experiments were done to studythe influence. The study indica...
2012, 42(6): 102-105,147.
doi: 10.13204/j.gyjz201206022
Abstract:
In order to study the characters of seismic response of masonry pagoda under the interaction of soil andIn order to study the characters of seismic response of masonry pagoda under the interaction of soil andstructure, to refer to seismic reinforceme...
In order to study the characters of seismic response of masonry pagoda under the interaction of soil andIn order to study the characters of seismic response of masonry pagoda under the interaction of soil andstructure, to refer to seismic reinforceme...
STUDY ON RHEOLOGICAL DIACHRONIC PROPERTY CONSIDERING STRUCTURAL CHARACTERISTICS OF SOFT DREDGER FILL
2012, 42(6): 106-111,37.
doi: 10.13204/j.gyjz201206023
Abstract:
Based on undisturbed and remolded samples as test materials, triaxial rheometer was used to studyrheological diachronic characteristics of soft dredger fill. The results showed that the structure affected rheologicalproperties significantly. Because ...
Based on undisturbed and remolded samples as test materials, triaxial rheometer was used to studyrheological diachronic characteristics of soft dredger fill. The results showed that the structure affected rheologicalproperties significantly. Because ...
2012, 42(6): 112-116.
doi: 10.13204/j.gyjz201206024
Abstract:
By the site test of soil nailing tensile force in the soil nailing retaining wall of the International TobaccoBuilding in Longyang of Fujian, the distribution of soil nailing tensile fore was researched. The investigated resultsshowed that the maximu...
By the site test of soil nailing tensile force in the soil nailing retaining wall of the International TobaccoBuilding in Longyang of Fujian, the distribution of soil nailing tensile fore was researched. The investigated resultsshowed that the maximu...
2012, 42(6): 117-121.
doi: 10.13204/j.gyjz201206025
Abstract:
The resonance compaction method (MRC ) , using high frequency hydraulic vibratory hammer and MRCcompaction probe, is one of the most efficient way of vibratory compaction method for deep granular soils. The probeis oscillated in the vertical directio...
The resonance compaction method (MRC ) , using high frequency hydraulic vibratory hammer and MRCcompaction probe, is one of the most efficient way of vibratory compaction method for deep granular soils. The probeis oscillated in the vertical directio...
2012, 42(6): 122-126.
doi: 10.13204/j.gyjz201206026
Abstract:
The complete stress-strain curves of concrete prism specimens were obtained by the rigid supporttechnique. The compressive behaviors of concrete prisms with different strength levels and specimen sizes wereanalyzed. Based on the test results, the siz...
The complete stress-strain curves of concrete prism specimens were obtained by the rigid supporttechnique. The compressive behaviors of concrete prisms with different strength levels and specimen sizes wereanalyzed. Based on the test results, the siz...
2012, 42(6): 127-130.
doi: 10.13204/j.gyjz201206027
Abstract:
Four groups of high performance concretes were designed, in which the content of pumice and zeolite wasdifferent, and twelve specimens were produced for each group. Three specimens had been eroded in lime saturatedwater, three in MgSO 4 solution, and...
Four groups of high performance concretes were designed, in which the content of pumice and zeolite wasdifferent, and twelve specimens were produced for each group. Three specimens had been eroded in lime saturatedwater, three in MgSO 4 solution, and...
2012, 42(6): 131-136,45.
doi: 10.13204/j.gyjz201206028
Abstract:
As a new type of slope stability analysis, the limit equilibrium method by modifying normal stresses overslip surface has a distinct advantage. The research results were analyzed and summarized in detail based on previouswork, which were classified i...
As a new type of slope stability analysis, the limit equilibrium method by modifying normal stresses overslip surface has a distinct advantage. The research results were analyzed and summarized in detail based on previouswork, which were classified i...
2012, 42(6): 137-141.
doi: 10.13204/j.gyjz201206029
Abstract:
The steel frame-bent structure is the main load-supporting structure in thermal power plants of China,whose structural quality and rigidity are distributed non-uniformly. It is particularly necessary to research earthquakeresistant behavior of this s...
The steel frame-bent structure is the main load-supporting structure in thermal power plants of China,whose structural quality and rigidity are distributed non-uniformly. It is particularly necessary to research earthquakeresistant behavior of this s...
2012, 42(6): 142-147.
doi: 10.13204/j.gyjz201206030
Abstract:
Cold-formed steel box shape section has the special features both its mass center and moment center beingunified as double symmetry section and its outstanding advantage in moment and torsion rigidity. This paper presentsa new kind of cold-formed ste...
Cold-formed steel box shape section has the special features both its mass center and moment center beingunified as double symmetry section and its outstanding advantage in moment and torsion rigidity. This paper presentsa new kind of cold-formed ste...
2012, 42(6): 148-152.
doi: 10.13204/j.gyjz201206031
Abstract:
The fire resistance behaviour and design of concrete-filled SHS(square hollow sections) columns are oneof the key issues in practice, thus many researchers abroad and at home are concerned with this field. Previousresearch and codes are based essenti...
The fire resistance behaviour and design of concrete-filled SHS(square hollow sections) columns are oneof the key issues in practice, thus many researchers abroad and at home are concerned with this field. Previousresearch and codes are based essenti...
2012, 42(6): 153-157,33.
doi: 10.13204/j.gyjz201206032
Abstract:
Effect of restraints on post-fire mechanical property of three restrained H-steel columns was studied basedon experimental investigation of the H-steel columns after exposure to fire. The restraints applied to the top of thesteel columns considered h...
Effect of restraints on post-fire mechanical property of three restrained H-steel columns was studied basedon experimental investigation of the H-steel columns after exposure to fire. The restraints applied to the top of thesteel columns considered h...
2012, 42(6): 158-160,7.
doi: 10.13204/j.gyjz201206033
Abstract:
A brick-concrete teaching building built in the 1 980s was dangerous. According to current code, the design of anti-seismic reinforcements was carried out. The following reinforcements were done: Adding ferrocement mortar to the wall surface, pouring...
A brick-concrete teaching building built in the 1 980s was dangerous. According to current code, the design of anti-seismic reinforcements was carried out. The following reinforcements were done: Adding ferrocement mortar to the wall surface, pouring...
2012, 42(6): 161-164.
doi: 10.13204/j.gyjz201206034
Abstract:
Taking the reform and expansion project of the traditional Chinese medicine hospital buildings in Heyuan City for example, it was explored the representative problems of expansion and reform of basic-level traditional Chinese medicine hospital buildi...
Taking the reform and expansion project of the traditional Chinese medicine hospital buildings in Heyuan City for example, it was explored the representative problems of expansion and reform of basic-level traditional Chinese medicine hospital buildi...
