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2005 Vol. 35, No. 6
Display Method:
2005, 35(6): 1-5,34.
doi: 10.13204/j.gyjz200506001
Abstract:
The corresponding predictive methods of seismic damages to buildings are summarized systematically byclassifying the existing building structures, in the light of the forced characteristcs and failure mechanism of different types ofstructures subject...
The corresponding predictive methods of seismic damages to buildings are summarized systematically byclassifying the existing building structures, in the light of the forced characteristcs and failure mechanism of different types ofstructures subject...
2005, 35(6): 6-10.
doi: 10.13204/j.gyjz200506002
Abstract:
A method of intelligent optimal design based on seismic damage performance and energy analysis is presented onthe base of the performance- based seismic control design based on energy analysis developed in reference [2] and animproved genetic algorit...
A method of intelligent optimal design based on seismic damage performance and energy analysis is presented onthe base of the performance- based seismic control design based on energy analysis developed in reference [2] and animproved genetic algorit...
2005, 35(6): 11-13,20.
doi: 10.13204/j.gyjz200506003
Abstract:
It is expounded that the basic theory of pushover and the selection principle of lateral load. Besides it is alsostudied the effect of core region of node on analytic result which gained under different load patterns. Therefore it can offerthe refere...
It is expounded that the basic theory of pushover and the selection principle of lateral load. Besides it is alsostudied the effect of core region of node on analytic result which gained under different load patterns. Therefore it can offerthe refere...
2005, 35(6): 14-16.
doi: 10.13204/j.gyjz200506004
Abstract:
Due to the high-strength steel and prestress, the ductility of section of prestressed concrete frame becomes small. The ductility can be improved by adopting partial prestressed concrete section. In order to improve aseismic level of prestressed conc...
Due to the high-strength steel and prestress, the ductility of section of prestressed concrete frame becomes small. The ductility can be improved by adopting partial prestressed concrete section. In order to improve aseismic level of prestressed conc...
2005, 35(6): 17-20.
doi: 10.13204/j.gyjz200506005
Abstract:
With finite element method, time- history dynamic analysis has been used to study and to demonstrate how much effect the concrete shear wall with friction- damped joints does compared with that without friction- damped joints during seism. It has bee...
With finite element method, time- history dynamic analysis has been used to study and to demonstrate how much effect the concrete shear wall with friction- damped joints does compared with that without friction- damped joints during seism. It has bee...
2005, 35(6): 21-25.
doi: 10.13204/j.gyjz200506006
Abstract:
It is explored that the effect of varying the damping ratio and stiffness of engineering structure on earthquakeaction. The analytic result shows that the increased damping ratio can effectively reduce the structural dynamic response. Theenhanced sti...
It is explored that the effect of varying the damping ratio and stiffness of engineering structure on earthquakeaction. The analytic result shows that the increased damping ratio can effectively reduce the structural dynamic response. Theenhanced sti...
2005, 35(6): 26-28.
doi: 10.13204/j.gyjz200506007
Abstract:
Random characteristic of structural damping is discussed. A kinetic differential equation is set up. The effects of damping variability on the seismic response of structural systems are examined with a second- order perturbation method. It is shown t...
Random characteristic of structural damping is discussed. A kinetic differential equation is set up. The effects of damping variability on the seismic response of structural systems are examined with a second- order perturbation method. It is shown t...
2005, 35(6): 29-31,63.
doi: 10.13204/j.gyjz200506008
Abstract:
Some shortages in design of staggered masonry dwelling are put forward. The torsional analysis and aseismiccalculation of this dewelling are also introduced. Some suggestions on aseismic measures and structural plan layout are putforward at the end o...
Some shortages in design of staggered masonry dwelling are put forward. The torsional analysis and aseismiccalculation of this dewelling are also introduced. Some suggestions on aseismic measures and structural plan layout are putforward at the end o...
2005, 35(6): 32-34.
doi: 10.13204/j.gyjz200506009
Abstract:
During the adjustment of the city structure, more and more industrial buildings are abandoned.How to adaptively treat and reuse these city heritages is an important problem to all of the cities.The ecological, social and economic values of the renewi...
During the adjustment of the city structure, more and more industrial buildings are abandoned.How to adaptively treat and reuse these city heritages is an important problem to all of the cities.The ecological, social and economic values of the renewi...
2005, 35(6): 35-38.
doi: 10.13204/j.gyjz200506010
Abstract:
The types and the characteristics of old industrial buildings are introduced. The superiorities and restrictive factors of the renovation of old industrial buildings are also analyzed. It is pointed out that it cann' t be protected that all aimsof th...
The types and the characteristics of old industrial buildings are introduced. The superiorities and restrictive factors of the renovation of old industrial buildings are also analyzed. It is pointed out that it cann' t be protected that all aimsof th...
2005, 35(6): 39-40,44.
doi: 10.13204/j.gyjz200506011
Abstract:
The office building for Yinzhou Bank is the building with one storey below the ground and 22 storeys of concrete frame-shear wall structure above the ground, whose total height is 8515m. It is introduced briefly that the structural lectotype, calcula...
The office building for Yinzhou Bank is the building with one storey below the ground and 22 storeys of concrete frame-shear wall structure above the ground, whose total height is 8515m. It is introduced briefly that the structural lectotype, calcula...
2005, 35(6): 41-44.
doi: 10.13204/j.gyjz200506012
Abstract:
Since reform and open to the outside world in China, with the rapid development of economy, the problem of housing shortage is settled step by step.Then, the housing need of resident develops from the substance to the amenity and the expression. In h...
Since reform and open to the outside world in China, with the rapid development of economy, the problem of housing shortage is settled step by step.Then, the housing need of resident develops from the substance to the amenity and the expression. In h...
2005, 35(6): 45-48,10.
doi: 10.13204/j.gyjz200506013
Abstract:
Anisotropic elastic- plastic model of layered soil and composite foundation with flexible columns is established tosolve seismic response analysis of composite foundation in layered soil. The doubly asymptotic mult-i directional transmittingboundary ...
Anisotropic elastic- plastic model of layered soil and composite foundation with flexible columns is established tosolve seismic response analysis of composite foundation in layered soil. The doubly asymptotic mult-i directional transmittingboundary ...
2005, 35(6): 49-51,25.
doi: 10.13204/j.gyjz200506014
Abstract:
Since piles are set into a composite foundation under an embankment, it can not be directly analyzed in the plane strain way . To analyze the factors influencing its settlement, a representative segment method is developed and 3-D analysis of composi...
Since piles are set into a composite foundation under an embankment, it can not be directly analyzed in the plane strain way . To analyze the factors influencing its settlement, a representative segment method is developed and 3-D analysis of composi...
2005, 35(6): 52-55,60.
doi: 10.13204/j.gyjz200506015
Abstract:
The resistance of tension DX pile consists of the frictional resistance of pile shaft and the resistance of loadcarryingplate. In comparison with the frictional resistance in tension pile, the latter is studied very little both in theory and inexperi...
The resistance of tension DX pile consists of the frictional resistance of pile shaft and the resistance of loadcarryingplate. In comparison with the frictional resistance in tension pile, the latter is studied very little both in theory and inexperi...
2005, 35(6): 56-60.
doi: 10.13204/j.gyjz200506016
Abstract:
The applicability of PTC pile composite foundation is introduced in expressway profundity soft soil groundtreatment. The construction technology of PTC pile is also introduced, the spot monitoring of pore water pressure has beendone in process of the...
The applicability of PTC pile composite foundation is introduced in expressway profundity soft soil groundtreatment. The construction technology of PTC pile is also introduced, the spot monitoring of pore water pressure has beendone in process of the...
2005, 35(6): 61-63.
doi: 10.13204/j.gyjz200506017
Abstract:
In order to discuss the effect of steel fiber on the mechanical performance of RPC, based on standard curing andhot water curing the effect of proportion of steel fiber on the strength and the impact resistance performance of RPC withdifferent WPB wa...
In order to discuss the effect of steel fiber on the mechanical performance of RPC, based on standard curing andhot water curing the effect of proportion of steel fiber on the strength and the impact resistance performance of RPC withdifferent WPB wa...
2005, 35(6): 64-65,75.
doi: 10.13204/j.gyjz200506018
Abstract:
Based on the data of pul-l out force and cube strength of commercial concrete specimens, the pul-l out forcecompressive strength curve in Shenzhen was set up. A method was adopted to control the dimension of the center hole simply and effectively and...
Based on the data of pul-l out force and cube strength of commercial concrete specimens, the pul-l out forcecompressive strength curve in Shenzhen was set up. A method was adopted to control the dimension of the center hole simply and effectively and...
2005, 35(6): 66-67,28.
doi: 10.13204/j.gyjz200506019
Abstract:
In this paper, immersion time ( t ) and evaluation parameter ( $GPV ) which are parameters evaluatingpermeability of concrete by dichloromethanewere set up. At the same time, ASTM C1202- 97 was used for the comparison ofrelativity of evaluation param...
In this paper, immersion time ( t ) and evaluation parameter ( $GPV ) which are parameters evaluatingpermeability of concrete by dichloromethanewere set up. At the same time, ASTM C1202- 97 was used for the comparison ofrelativity of evaluation param...
2005, 35(6): 68-70,79.
doi: 10.13204/j.gyjz200506020
Abstract:
The corrosion of steel bars in concrete has become the major cause that influences the durability of concrete. Aseries of technical measures preventing the corrosion of steel bars have been or are being developed internationally , and thesteel bar in...
The corrosion of steel bars in concrete has become the major cause that influences the durability of concrete. Aseries of technical measures preventing the corrosion of steel bars have been or are being developed internationally , and thesteel bar in...
2005, 35(6): 71-75.
doi: 10.13204/j.gyjz200506021
Abstract:
The framework membrane structures are widely used nowadays. After form-finding the membrane is overlapped the framework structure to make an integral structure. The nonlinear finite element method is employed to analyze the response of the framework ...
The framework membrane structures are widely used nowadays. After form-finding the membrane is overlapped the framework structure to make an integral structure. The nonlinear finite element method is employed to analyze the response of the framework ...
2005, 35(6): 76-79.
doi: 10.13204/j.gyjz200506022
Abstract:
In The Code for Design of Steel Structure ( GB 50017- 2003) , there are no specifications about effective lengths of compressive web members for tubular truss with simple joints. This paper used the program of finite element method, analyzed the effe...
In The Code for Design of Steel Structure ( GB 50017- 2003) , there are no specifications about effective lengths of compressive web members for tubular truss with simple joints. This paper used the program of finite element method, analyzed the effe...
2005, 35(6): 80-83.
doi: 10.13204/j.gyjz200506023
Abstract:
Concrete- filled steel rectangular tubular( CFSR) structure combines the strong points of both common rectangularsteel tubular structure and concrete- filled circular steel tubular structure, it can be connected easily and safely. Meanwhile,as the st...
Concrete- filled steel rectangular tubular( CFSR) structure combines the strong points of both common rectangularsteel tubular structure and concrete- filled circular steel tubular structure, it can be connected easily and safely. Meanwhile,as the st...
2005, 35(6): 84-85,83.
doi: 10.13204/j.gyjz200506024
Abstract:
The stressed skin diaphragm is a structural system that consider profiled sheet of roof and metope working withframework and purline. At present, the profiled sheet is applying widely in construction. If its ability resistance isconsidered enough, it...
The stressed skin diaphragm is a structural system that consider profiled sheet of roof and metope working withframework and purline. At present, the profiled sheet is applying widely in construction. If its ability resistance isconsidered enough, it...
2005, 35(6): 86-87,97.
doi: 10.13204/j.gyjz200506025
Abstract:
According to the requirements of construction of multi-prestressed steel structures, a kind of sliding elastic baseisolated bearing is invented and the multi-prestressed anchorage which possesses clamping ring with interlaced notches is developed. Th...
According to the requirements of construction of multi-prestressed steel structures, a kind of sliding elastic baseisolated bearing is invented and the multi-prestressed anchorage which possesses clamping ring with interlaced notches is developed. Th...
2005, 35(6): 88-91.
doi: 10.13204/j.gyjz200506026
Abstract:
It is easier to control the deflection and crack of the RC beam strengthened with prestress than the one without prestress. In order to study the forced performance of RC beams strengthened with prestressed CFRP, it is analyzed that the effect of dif...
It is easier to control the deflection and crack of the RC beam strengthened with prestress than the one without prestress. In order to study the forced performance of RC beams strengthened with prestressed CFRP, it is analyzed that the effect of dif...
2005, 35(6): 92-94.
doi: 10.13204/j.gyjz200506027
Abstract:
The methods of detection and restoration of a building with concrete frame after fire are expounded by means ofengineering examples, which provides a reference for treating similar engineering structures after fire.
The methods of detection and restoration of a building with concrete frame after fire are expounded by means ofengineering examples, which provides a reference for treating similar engineering structures after fire.
2005, 35(6): 95-97.
doi: 10.13204/j.gyjz200506028
Abstract:
Based upon the emergence mechanism of structural weak point when high- rise building is spli-t level, the crux ofthe matter is pointed out. A point of view to distinguish architecturally spli-t level building between structurally split-levelbuilding ...
Based upon the emergence mechanism of structural weak point when high- rise building is spli-t level, the crux ofthe matter is pointed out. A point of view to distinguish architecturally spli-t level building between structurally split-levelbuilding ...
2005, 35(6): 98-100.
doi: 10.13204/j.gyjz200506029
Abstract:
It has very actual significance to excavate the wealthy humanism connotation in the living space shape oftraditional residence, and to make it accommodate to modern living style and simultaneously keeping local features. Thispaper anatomizes the flex...
It has very actual significance to excavate the wealthy humanism connotation in the living space shape oftraditional residence, and to make it accommodate to modern living style and simultaneously keeping local features. Thispaper anatomizes the flex...
