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2010 Vol. 40, No. 5
Display Method:
2010, 40(5): 7-12,38.
doi: 10.13204/j.gyjz201005001
Abstract:
SRC frame-RC core wall hybrid structure exhibits good aseismic performance. A parametric model is established for hybrid structures with various stiffness characteristic value and core tube aspect ratio H/b selected as parameters. Cooperative bearing...
SRC frame-RC core wall hybrid structure exhibits good aseismic performance. A parametric model is established for hybrid structures with various stiffness characteristic value and core tube aspect ratio H/b selected as parameters. Cooperative bearing...
2010, 40(5): 13-18,27.
doi: 10.13204/j.gyjz201005002
Abstract:
In order to explore the forced behavior of vertical members for SRC frame-RC core wall hybrid structure,a parametric model is established for hybrid structures with various stiffness characteristic value and core tube aspect ratio H/b selected as par...
In order to explore the forced behavior of vertical members for SRC frame-RC core wall hybrid structure,a parametric model is established for hybrid structures with various stiffness characteristic value and core tube aspect ratio H/b selected as par...
2010, 40(5): 19-23,50.
doi: 10.13204/j.gyjz201005003
Abstract:
Twenty-nine finite element models of a ten-story frame structure were set up to investigate the influences on its natural vibrating period of the filled wall. The main influential factors included the walls material,its spatial arrangement,and its qu...
Twenty-nine finite element models of a ten-story frame structure were set up to investigate the influences on its natural vibrating period of the filled wall. The main influential factors included the walls material,its spatial arrangement,and its qu...
2010, 40(5): 24-27.
doi: 10.13204/j.gyjz201005004
Abstract:
A static test for one 4-story composite structure of short-limb shear with the masonry filler wall is conducted under low-cyclic loading. Based on the experimental results,the bearing capacity,deterioration process of stiffness,ductility,hysteretic c...
A static test for one 4-story composite structure of short-limb shear with the masonry filler wall is conducted under low-cyclic loading. Based on the experimental results,the bearing capacity,deterioration process of stiffness,ductility,hysteretic c...
2010, 40(5): 28-32.
doi: 10.13204/j.gyjz201005005
Abstract:
Based on practical project,a pseudo-static test was conducted on a 6-story RC frame model with special-shaped columns,which is 1/3 in size of the prototype under 8 degree seismic intensity. The anti-seismic property is appraised comprehensively by an...
Based on practical project,a pseudo-static test was conducted on a 6-story RC frame model with special-shaped columns,which is 1/3 in size of the prototype under 8 degree seismic intensity. The anti-seismic property is appraised comprehensively by an...
2010, 40(5): 33-38.
doi: 10.13204/j.gyjz201005006
Abstract:
By using full-scale model test method,the seismic behavior indexes of prestressed precast concrete beamcolumn assemblies under low-cyclic reversed load are studied,such as failure pattern,hysteretic characteristic,skeleton curve,stiffness deteriorati...
By using full-scale model test method,the seismic behavior indexes of prestressed precast concrete beamcolumn assemblies under low-cyclic reversed load are studied,such as failure pattern,hysteretic characteristic,skeleton curve,stiffness deteriorati...
2010, 40(5): 39-42.
doi: 10.13204/j.gyjz201005007
Abstract:
A new type controllable damping-viscous damper is designed and manufactured,whose dynamic property is tested by a full-size model. It is examined that its working frequency range and its dynamic mechanical characteristics. The results of this test sh...
A new type controllable damping-viscous damper is designed and manufactured,whose dynamic property is tested by a full-size model. It is examined that its working frequency range and its dynamic mechanical characteristics. The results of this test sh...
2010, 40(5): 43-46.
doi: 10.13204/j.gyjz201005008
Abstract:
A new type controllable damping-viscous damper is designed and manufactured,at present it's impossible to proceed computational analysis by available softwares. In this paper the structural dynamic equations of MDOFsystem sturetures with supplemental...
A new type controllable damping-viscous damper is designed and manufactured,at present it's impossible to proceed computational analysis by available softwares. In this paper the structural dynamic equations of MDOFsystem sturetures with supplemental...
2010, 40(5): 47-50.
doi: 10.13204/j.gyjz201005009
Abstract:
It was studied that the aseismic behavior,such as crack distribution,failure mode,hysteretic curve and displacement ductility etc of a precast prestressed reinforced concrete frame through low-cyclic reversed load test. The pushover analysis of a mod...
It was studied that the aseismic behavior,such as crack distribution,failure mode,hysteretic curve and displacement ductility etc of a precast prestressed reinforced concrete frame through low-cyclic reversed load test. The pushover analysis of a mod...
2010, 40(5): 51-54.
doi: 10.13204/j.gyjz201005010
Abstract:
According to the characteristics of an irregular-shaped pillar framework as well as the structural damage mechanism,this thesis analyses the aseismic measures for controlling the irregular-shaped pillar framework and how to calculate the bearing capa...
According to the characteristics of an irregular-shaped pillar framework as well as the structural damage mechanism,this thesis analyses the aseismic measures for controlling the irregular-shaped pillar framework and how to calculate the bearing capa...
2010, 40(5): 55-58.
doi: 10.13204/j.gyjz201005011
Abstract:
This paper,by taking the university of Tokyo hospital as the research object,mostly analyzes the design methods and the concepts,and how to realize a balance between function integration and space optimization for the hospital extension,from three as...
This paper,by taking the university of Tokyo hospital as the research object,mostly analyzes the design methods and the concepts,and how to realize a balance between function integration and space optimization for the hospital extension,from three as...
2010, 40(5): 59-61,69.
doi: 10.13204/j.gyjz201005012
Abstract:
Liyuan Buildings,the special residential buildings,are one of the characteristics of Qingdao. It has a close relationship with the local culture,which also represents the history of this city. However,the current process of urbanization is a serious ...
Liyuan Buildings,the special residential buildings,are one of the characteristics of Qingdao. It has a close relationship with the local culture,which also represents the history of this city. However,the current process of urbanization is a serious ...
2010, 40(5): 62-69.
doi: 10.13204/j.gyjz201005013
Abstract:
Based on cavity expansion theory,with the assumption that compaction stress acted on the wall of the pile was constant,some scholars proposed analytical answer to the setup of jacked-in piles in cohesive soil. But in-situ tests showed that compaction...
Based on cavity expansion theory,with the assumption that compaction stress acted on the wall of the pile was constant,some scholars proposed analytical answer to the setup of jacked-in piles in cohesive soil. But in-situ tests showed that compaction...
2010, 40(5): 70-73.
doi: 10.13204/j.gyjz201005014
Abstract:
Based on the one-dimension stress wave theory,the low strain dynamic test of concrete pile whose top is restricted or not is studied by finite element explicit analysis method. The dynamic tests of top-restricted concrete pile are affected not only b...
Based on the one-dimension stress wave theory,the low strain dynamic test of concrete pile whose top is restricted or not is studied by finite element explicit analysis method. The dynamic tests of top-restricted concrete pile are affected not only b...
2010, 40(5): 74-78,81.
doi: 10.13204/j.gyjz201005015
Abstract:
Based on the documentation [1],the implicity calculation formula of composite pile-soil stress ratio was simplified by analyzing the deformation character of composite foundation of rigid pile with cap and taking no account of the compression deforma...
Based on the documentation [1],the implicity calculation formula of composite pile-soil stress ratio was simplified by analyzing the deformation character of composite foundation of rigid pile with cap and taking no account of the compression deforma...
2010, 40(5): 79-81.
doi: 10.13204/j.gyjz201005016
Abstract:
The hyperbolic function is used to fit the e-p data of consolidation tests,with which,the hyperbolic model of the void ratio and effective consolidation stress is presented. On the basis of the permeability coefficient and the void ratio,the relation...
The hyperbolic function is used to fit the e-p data of consolidation tests,with which,the hyperbolic model of the void ratio and effective consolidation stress is presented. On the basis of the permeability coefficient and the void ratio,the relation...
2010, 40(5): 82-86,113.
doi: 10.13204/j.gyjz201005017
Abstract:
It is recognized by concrete frame theory that a concrete is consisted of coarse aggregate,mortar and transition layer between coarse aggregate and mortar. Concrete frame theory was expounded,and conception of standard concrete was proposed in the pa...
It is recognized by concrete frame theory that a concrete is consisted of coarse aggregate,mortar and transition layer between coarse aggregate and mortar. Concrete frame theory was expounded,and conception of standard concrete was proposed in the pa...
2010, 40(5): 87-91.
doi: 10.13204/j.gyjz201005018
Abstract:
Based on the workability test of fiber reinforced self-compacting concrete， this paper presents theexperimental study on flexural behavior of seven sets of hybrid fiber reinforced self-compacting concrete beams withoutreinforcement and five sets of h...
Based on the workability test of fiber reinforced self-compacting concrete， this paper presents theexperimental study on flexural behavior of seven sets of hybrid fiber reinforced self-compacting concrete beams withoutreinforcement and five sets of h...
2010, 40(5): 92-94,103.
doi: 10.13204/j.gyjz201005019
Abstract:
The aggregate in a concrete，in particular，the coarse aggregate has a restriction on the contraction of the cement，which is the main component resisting the contraction of the cement in the concrete. Coarse and fine aggregate，however，as a local materi...
The aggregate in a concrete，in particular，the coarse aggregate has a restriction on the contraction of the cement，which is the main component resisting the contraction of the cement in the concrete. Coarse and fine aggregate，however，as a local materi...
2010, 40(5): 95-99.
doi: 10.13204/j.gyjz201005020
Abstract:
The construction monitoring method of cast-in-situ cantilever rigid frame bridge is introduced，which includes structure analysis，data collection in field，parameter identification，model modifying and construction instruction. By data cellection in fie...
The construction monitoring method of cast-in-situ cantilever rigid frame bridge is introduced，which includes structure analysis，data collection in field，parameter identification，model modifying and construction instruction. By data cellection in fie...
2010, 40(5): 100-103.
doi: 10.13204/j.gyjz201005021
Abstract:
During the tunnel construction，uncertainty of forward geological condition leads to incipient faults of construction and geological disasters. Thus，it is significantly necessary to study geologic prediction. This paper not only introduces the basic p...
During the tunnel construction，uncertainty of forward geological condition leads to incipient faults of construction and geological disasters. Thus，it is significantly necessary to study geologic prediction. This paper not only introduces the basic p...
2010, 40(5): 104-108.
doi: 10.13204/j.gyjz201005022
Abstract:
The seismic behaviors experiments of the Olympic Games badminton gymnasium suspendome structure 1∶10 model by the multiple vibration table array system were conducted in this paper. Frequencies of different mode steps，modes and damp ratios of the mod...
The seismic behaviors experiments of the Olympic Games badminton gymnasium suspendome structure 1∶10 model by the multiple vibration table array system were conducted in this paper. Frequencies of different mode steps，modes and damp ratios of the mod...
2010, 40(5): 109-113.
doi: 10.13204/j.gyjz201005023
Abstract:
If the dimension of rectangular openings designed suitably in practical projects，pipes and wires will not only expediently pass through the beam web to reduce the story height of a building and increase economic benefits，but also move the plastic hin...
If the dimension of rectangular openings designed suitably in practical projects，pipes and wires will not only expediently pass through the beam web to reduce the story height of a building and increase economic benefits，but also move the plastic hin...
2010, 40(5): 114-118,108.
doi: 10.13204/j.gyjz201005024
Abstract:
Six concrete filled double-skin steel tubular (CFDST) columns were tested under bi-eccentric loading condition,in order to study the effects of slenderness ratio,load eccentricity and load angle on the mechanical behavior of the specimens. The test r...
Six concrete filled double-skin steel tubular (CFDST) columns were tested under bi-eccentric loading condition,in order to study the effects of slenderness ratio,load eccentricity and load angle on the mechanical behavior of the specimens. The test r...
2010, 40(5): 119-123.
doi: 10.13204/j.gyjz201005025
Abstract:
In this study，two methods of out-of-plane stiffening are introduced，one is reinforced concrete plate stiffening，and the other is rigid plate stiffening. The shear strength，stiffness，ductility and energy dissipation capacity of stiffened and unstiffen...
In this study，two methods of out-of-plane stiffening are introduced，one is reinforced concrete plate stiffening，and the other is rigid plate stiffening. The shear strength，stiffness，ductility and energy dissipation capacity of stiffened and unstiffen...
2010, 40(5): 124-128,132.
doi: 10.13204/j.gyjz201005026
Abstract:
The finite element (FE) modeling method for steel reinforced high performance concrete (SRHPC) composite structure taking account of the interfacial bond-slip is proposed in this research. A comparison between FE results and test results validates th...
The finite element (FE) modeling method for steel reinforced high performance concrete (SRHPC) composite structure taking account of the interfacial bond-slip is proposed in this research. A comparison between FE results and test results validates th...
2010, 40(5): 129-132.
doi: 10.13204/j.gyjz201005027
Abstract:
The large-span industrial building is one of the most positive architectural forms in the transformation practice of industrial buildings in post-industrial era. Due to the big size and flexible interior space,the large-span industrial building is ea...
The large-span industrial building is one of the most positive architectural forms in the transformation practice of industrial buildings in post-industrial era. Due to the big size and flexible interior space,the large-span industrial building is ea...
2010, 40(5): 133-136,145.
doi: 10.13204/j.gyjz201005028
Abstract:
In the progress of rapid urbanization,the old industrial buildings are vanishing with the change in industries. The conservation and reuse of the old industrial buildings having a history memory of the city have become important issues faced with arc...
In the progress of rapid urbanization,the old industrial buildings are vanishing with the change in industries. The conservation and reuse of the old industrial buildings having a history memory of the city have become important issues faced with arc...
Recovering．Rebuilding．Continuity：A review of reconstruction design of 642 Fuxing Zhonglu in Shanghai
2010, 40(5): 137-139,54.
doi: 10.13204/j.gyjz201005029
Abstract:
In recent years,the detail of architecture design with creativity has been a key factor of the entire design,which is due to the continuous increasing of requirements for protection,use and even repair and maintenance of historic buildings. Usually,r...
In recent years,the detail of architecture design with creativity has been a key factor of the entire design,which is due to the continuous increasing of requirements for protection,use and even repair and maintenance of historic buildings. Usually,r...
2010, 40(5): 140-142.
doi: 10.13204/j.gyjz201005030
Abstract:
A strengthening design of pre-stressed concrete plate with cracks is made according to results of structure diagnosis,and calculation model is put forward. Basalt fiber sheets are used to strengthen pre-stressed concrete plate and the analysis of all...
A strengthening design of pre-stressed concrete plate with cracks is made according to results of structure diagnosis,and calculation model is put forward. Basalt fiber sheets are used to strengthen pre-stressed concrete plate and the analysis of all...
2010, 40(5): 143-145.
doi: 10.13204/j.gyjz201005031
Abstract:
Six columns on the first and second floors of a commercial building in Qingdao are required to be removed for functional purpose. The structural form of the building is RC frame,having 2 stories in the basement and 3 stories above the ground (4 stori...
Six columns on the first and second floors of a commercial building in Qingdao are required to be removed for functional purpose. The structural form of the building is RC frame,having 2 stories in the basement and 3 stories above the ground (4 stori...
2010, 40(5): 146-148.
doi: 10.13204/j.gyjz201005032
Abstract:
According to summarizing the influencing factors of the colors of the folk houses in Huizhou,whose causes are analysed to tap their cultural connotation. A systematic summary of the color system of the folk houses in Anhui is given,which can provide ...
According to summarizing the influencing factors of the colors of the folk houses in Huizhou,whose causes are analysed to tap their cultural connotation. A systematic summary of the color system of the folk houses in Anhui is given,which can provide ...
