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2012 Vol. 42, No. 8
Display Method:
2012, 42(8): 1-5.
doi: 10.13204/j.gyjz201208001
Abstract:
This design method makes up the defects of traditional single seismic design method based on the lifesafety, and can reliably assure the functions of structure not lose and not affected in the earthquake．It is adopted IDAto analyze the anti-earthquak...
This design method makes up the defects of traditional single seismic design method based on the lifesafety, and can reliably assure the functions of structure not lose and not affected in the earthquake．It is adopted IDAto analyze the anti-earthquak...
2012, 42(8): 6-11.
doi: 10.13204/j.gyjz201208002
Abstract:
Ecological composite wall structure is always in complex stress state in the loading process, and using wallinner filling material has diversity．The use of a single kind of compound material model can't reflect well the stressof the filled various ma...
Ecological composite wall structure is always in complex stress state in the loading process, and using wallinner filling material has diversity．The use of a single kind of compound material model can't reflect well the stressof the filled various ma...
2012, 42(8): 12-17.
doi: 10.13204/j.gyjz201208003
Abstract:
A group of 1/2 scale model of ecological composite wall with straw mud billet block was tested under lowfrequency cyclic loading．The seismic performance of the specimen, such as failure mode, shearing capacity, deformation, ductility, energy dissipat...
A group of 1/2 scale model of ecological composite wall with straw mud billet block was tested under lowfrequency cyclic loading．The seismic performance of the specimen, such as failure mode, shearing capacity, deformation, ductility, energy dissipat...
2012, 42(8): 18-22,5.
doi: 10.13204/j.gyjz201208004
Abstract:
Eco-composite wall acting as the main bearing member of the Eco-composite wall structure is made up ofconcealed frame and eco-composite slab．Due to the significant impact of the hole on the lateral stiffness of the wall, through test of 1/2 model of ...
Eco-composite wall acting as the main bearing member of the Eco-composite wall structure is made up ofconcealed frame and eco-composite slab．Due to the significant impact of the hole on the lateral stiffness of the wall, through test of 1/2 model of ...
2012, 42(8): 23-26,17.
doi: 10.13204/j.gyjz201208005
Abstract:
Based on theoretical analysis and experimental research, combined with the mechanical characteristics, failure process and failure mode of eco-composite wall, a composite materials equivalent elastic plate model of ecocomposite wall was proposed; a c...
Based on theoretical analysis and experimental research, combined with the mechanical characteristics, failure process and failure mode of eco-composite wall, a composite materials equivalent elastic plate model of ecocomposite wall was proposed; a c...
2012, 42(8): 27-32.
doi: 10.13204/j.gyjz201208006
Abstract:
By researching on the test of a 1/2-scaled model of the united limb eco-composite wall under lowfrequency cyclic loading, the failure pattern, failure process of the wall were analyzed and the aseismatic capacity ofthe bearing capacity, ductility, de...
By researching on the test of a 1/2-scaled model of the united limb eco-composite wall under lowfrequency cyclic loading, the failure pattern, failure process of the wall were analyzed and the aseismatic capacity ofthe bearing capacity, ductility, de...
2012, 42(8): 33-36.
doi: 10.13204/j.gyjz201208007
Abstract:
In order to facilitate further promotion of the ecological composite wall, it was proposed a site walling ribecological composite wall, and research on the shear capacity calculation was done．The test of an ecological energysaving composite wall with...
In order to facilitate further promotion of the ecological composite wall, it was proposed a site walling ribecological composite wall, and research on the shear capacity calculation was done．The test of an ecological energysaving composite wall with...
2012, 42(8): 37-40,11.
doi: 10.13204/j.gyjz201208008
Abstract:
In order to study the optimum design method for pile-raft foundation of ecological composite wall structurebased on interaction between structure, subsoil and foundation, a compute model of ecological composite wallstructure and shear wall structure ...
In order to study the optimum design method for pile-raft foundation of ecological composite wall structurebased on interaction between structure, subsoil and foundation, a compute model of ecological composite wallstructure and shear wall structure ...
2012, 42(8): 41-44,68.
doi: 10.13204/j.gyjz201208009
Abstract:
The nonlinear dynamic analysis models of the frame-supported ecological composite wall structure wereestablished．The nonlinear dynamic time-history analysis of the frame-supported ecological composite wall structureunder horizontal earthquake has bee...
The nonlinear dynamic analysis models of the frame-supported ecological composite wall structure wereestablished．The nonlinear dynamic time-history analysis of the frame-supported ecological composite wall structureunder horizontal earthquake has bee...
2012, 42(8): 45-48.
doi: 10.13204/j.gyjz201208010
Abstract:
Lhasa has been the economic, cultural and political center of Tibet since ancient time．Due to influence ofnatural conditions in the regional and religious culture, it has formed the architectural color environment typical ofplateau characteristics．Be...
Lhasa has been the economic, cultural and political center of Tibet since ancient time．Due to influence ofnatural conditions in the regional and religious culture, it has formed the architectural color environment typical ofplateau characteristics．Be...
2012, 42(8): 49-53.
doi: 10.13204/j.gyjz201208011
Abstract:
A normal residence building in a energy-serving community in Changsha City, Hunan Province waschosen．Through the application of the model based on dynamic energy consumption stimulation softwareENERGYPLUS, the thermal environment of top-floor rooms a...
A normal residence building in a energy-serving community in Changsha City, Hunan Province waschosen．Through the application of the model based on dynamic energy consumption stimulation softwareENERGYPLUS, the thermal environment of top-floor rooms a...
2012, 42(8): 54-58.
doi: 10.13204/j.gyjz201208012
Abstract:
At present, the existing researches on the fatigue performance of reinforced concrete beam are mainly madeby experiments．Based on the linear relationship between the damage of concrete secant modulus and plastic strain, the damage variable of the bea...
At present, the existing researches on the fatigue performance of reinforced concrete beam are mainly madeby experiments．Based on the linear relationship between the damage of concrete secant modulus and plastic strain, the damage variable of the bea...
2012, 42(8): 59-63.
doi: 10.13204/j.gyjz201208013
Abstract:
Two concave slabs were modeled by ABAQUS based on the experimental researches on cold-rolleddeformed bar reinforced slabs with concave, comparisons of deformations, steel strains, concrete damages et albetween the test and finite element method analy...
Two concave slabs were modeled by ABAQUS based on the experimental researches on cold-rolleddeformed bar reinforced slabs with concave, comparisons of deformations, steel strains, concrete damages et albetween the test and finite element method analy...
2012, 42(8): 64-68.
doi: 10.13204/j.gyjz201208014
Abstract:
It was presented the concept of a new type unprestressed reinforcement compounded prestressed concretepipe pile ( URC-PCPP )．In the URC-PCPP, in order to increase the bending capacity and ductility, someunprestressed HRB400 rebars were added, forming...
It was presented the concept of a new type unprestressed reinforcement compounded prestressed concretepipe pile ( URC-PCPP )．In the URC-PCPP, in order to increase the bending capacity and ductility, someunprestressed HRB400 rebars were added, forming...
2012, 42(8): 69-74.
doi: 10.13204/j.gyjz201208015
Abstract:
Based on dynamic time-history response analysis, seismic performance analysis of water intake building inthe million-kilowatt nuclear power plant was carried out．Considering rock properties and structural characteristics ofwater intake building, many...
Based on dynamic time-history response analysis, seismic performance analysis of water intake building inthe million-kilowatt nuclear power plant was carried out．Considering rock properties and structural characteristics ofwater intake building, many...
2012, 42(8): 75-78.
doi: 10.13204/j.gyjz201208016
Abstract:
It was investigated the impact of upper weak layer on the behavior of skin friction resistance and pile-tipresistance during pile penetration．Centrifugal tests were carried out to model pile penetration in a uniform sandyground and a layered ground u...
It was investigated the impact of upper weak layer on the behavior of skin friction resistance and pile-tipresistance during pile penetration．Centrifugal tests were carried out to model pile penetration in a uniform sandyground and a layered ground u...
2012, 42(8): 79-83.
doi: 10.13204/j.gyjz201208017
Abstract:
According to clay mineral composition and particle size distribution of Xigeda formation silty claystoneexposed in Vanadium and Titanium-Iron and Steel Base in Xichang, influence of soil particle size distribution andclay minerals on the plasticity i...
According to clay mineral composition and particle size distribution of Xigeda formation silty claystoneexposed in Vanadium and Titanium-Iron and Steel Base in Xichang, influence of soil particle size distribution andclay minerals on the plasticity i...
2012, 42(8): 84-88.
doi: 10.13204/j.gyjz201208018
Abstract:
The effect on the soil microstructure ( grain and pore) of non-clay on clay minerals and clay minerals isanalyzed quantitatively by studying the artificial soil' s microstructure in the consolidation process．The ESEM imageanalysis found that the non-...
The effect on the soil microstructure ( grain and pore) of non-clay on clay minerals and clay minerals isanalyzed quantitatively by studying the artificial soil' s microstructure in the consolidation process．The ESEM imageanalysis found that the non-...
2012, 42(8): 89-92.
doi: 10.13204/j.gyjz201208019
Abstract:
In order to improve anti-cracking of semi-rigid substrate, taking synthetic fiber as research object throughindoor bending and tensile test, the effect of fiber dosage and curing period of specimens on bending and tensilestrength of cement stabilized...
In order to improve anti-cracking of semi-rigid substrate, taking synthetic fiber as research object throughindoor bending and tensile test, the effect of fiber dosage and curing period of specimens on bending and tensilestrength of cement stabilized...
2012, 42(8): 93-96.
doi: 10.13204/j.gyjz201208020
Abstract:
The main building of Guangzhou Railway Station was built with complex structural system, its lower partstructure is railway bridge, and the middle part structure is large-span prestressed concrete frame structure, and theroof is large-span prestresse...
The main building of Guangzhou Railway Station was built with complex structural system, its lower partstructure is railway bridge, and the middle part structure is large-span prestressed concrete frame structure, and theroof is large-span prestresse...
2012, 42(8): 97-101,88.
doi: 10.13204/j.gyjz201208021
Abstract:
The stadium was built in Siyang County of Jiangsu Province．The cable stayed gridding structure is used forthe stadium．The designed tensile force was gained from the calculation software of Midas/Gen．And the simulationcalculation was carried out in de...
The stadium was built in Siyang County of Jiangsu Province．The cable stayed gridding structure is used forthe stadium．The designed tensile force was gained from the calculation software of Midas/Gen．And the simulationcalculation was carried out in de...
2012, 42(8): 102-107.
doi: 10.13204/j.gyjz201208022
Abstract:
In order to find the most reasonable construction method for the Qingdao Jiaozhou Bay subsea tunnel withlarge section in land area, numerical simulation for the four kinds of common construction methods had been made bythree-dimension finite differen...
In order to find the most reasonable construction method for the Qingdao Jiaozhou Bay subsea tunnel withlarge section in land area, numerical simulation for the four kinds of common construction methods had been made bythree-dimension finite differen...
2012, 42(8): 108-117,98.
doi: 10.13204/j.gyjz201208023
Abstract:
It was described the structure characteristics of the columns with bronze mask and their fabricationprocedures, emphasizing the fabrication difficulties and key points, and the corresponding technologies for resolvingthese problems．Based on the real ...
It was described the structure characteristics of the columns with bronze mask and their fabricationprocedures, emphasizing the fabrication difficulties and key points, and the corresponding technologies for resolvingthese problems．Based on the real ...
2012, 42(8): 118-120.
doi: 10.13204/j.gyjz201208024
Abstract:
It was introduced that briefly the relevant provisions of using common rabors in the newly revisedCode forDesign of Concrete Structures ( GB 5001 0201 0) and partially revisedCode for Construction Quality Acceptance ofConcrete Structures ( GB 5020420...
It was introduced that briefly the relevant provisions of using common rabors in the newly revisedCode forDesign of Concrete Structures ( GB 5001 0201 0) and partially revisedCode for Construction Quality Acceptance ofConcrete Structures ( GB 5020420...
2012, 42(8): 121-127.
doi: 10.13204/j.gyjz201208025
Abstract:
Along with the development of our country residential industrialization, new type structure systems ofindustrialized residential of energy-saving get greater developed．Combined with several new industrialized energysaving residential structure system...
Along with the development of our country residential industrialization, new type structure systems ofindustrialized residential of energy-saving get greater developed．Combined with several new industrialized energysaving residential structure system...
2012, 42(8): 128-132,138.
doi: 10.13204/j.gyjz201208026
Abstract:
The bearing capacity tests of 4 flush endplate connections of portal frame with different details were carriedout along with their finite elements analyses to comprehend the mechanical property of such connections in practice．The behaviors of these c...
The bearing capacity tests of 4 flush endplate connections of portal frame with different details were carriedout along with their finite elements analyses to comprehend the mechanical property of such connections in practice．The behaviors of these c...
2012, 42(8): 139-143.
doi: 10.13204/j.gyjz201208027
Abstract:
A method of calculating energy contribution coefficient was deduced．Taking the model wind tunnel testresults of the ribbon-like long span roof of the exhibition hall and stadium for a sports convention and exhibition centeras the basis, dominant mode...
A method of calculating energy contribution coefficient was deduced．Taking the model wind tunnel testresults of the ribbon-like long span roof of the exhibition hall and stadium for a sports convention and exhibition centeras the basis, dominant mode...
2012, 42(8): 144-148.
doi: 10.13204/j.gyjz201208028
Abstract:
To reflect more intuitively steel and concrete' s contributions to total bending rigidity of concrete-filled steeltubular( CFST), bending mechanical property of five CFST free beams were tested, the results and other test resultsfrom relevant literat...
To reflect more intuitively steel and concrete' s contributions to total bending rigidity of concrete-filled steeltubular( CFST), bending mechanical property of five CFST free beams were tested, the results and other test resultsfrom relevant literat...
2012, 42(8): 149-153.
doi: 10.13204/j.gyjz201208029
Abstract:
The behavior and ultimate capacity of multi-planar complex tubular joints in the steel roof structure withCHS members used in the T2 Terminal Building of Chengdu Shuangliu International Airport were experimentallyresearched．A special self-equilibrium...
The behavior and ultimate capacity of multi-planar complex tubular joints in the steel roof structure withCHS members used in the T2 Terminal Building of Chengdu Shuangliu International Airport were experimentallyresearched．A special self-equilibrium...
2012, 42(8): 154-157,127.
doi: 10.13204/j.gyjz201208030
Abstract:
Optimized design of double-layer lattice dome supported on ground was carried out for the roof structure ofpre-homogenization storage in a cement mill．The effect of wind load and earthquake action on the structural behaviorand steel content was analy...
Optimized design of double-layer lattice dome supported on ground was carried out for the roof structure ofpre-homogenization storage in a cement mill．The effect of wind load and earthquake action on the structural behaviorand steel content was analy...
2012, 42(8): 158-161.
doi: 10.13204/j.gyjz201208031
Abstract:
The bridge of linking road plays a very important role with rapid development of traffic engineerings．Dueto the reasons such as shrinkage, creep and long-term overloaded, a comprehensive test with the defects, such asarch rib deflection, concrete sla...
The bridge of linking road plays a very important role with rapid development of traffic engineerings．Dueto the reasons such as shrinkage, creep and long-term overloaded, a comprehensive test with the defects, such asarch rib deflection, concrete sla...
2012, 42(8): 162-165.
doi: 10.13204/j.gyjz201208032
Abstract:
The residential architecture for old pepole is one of the most important parts in an aged society．Its designand development are becoming the matter of the common concern in the world．The residential systems for old peoplein many developed nations hav...
The residential architecture for old pepole is one of the most important parts in an aged society．Its designand development are becoming the matter of the common concern in the world．The residential systems for old peoplein many developed nations hav...
2012, 42(8): 166-168.
doi: 10.13204/j.gyjz201208033
Abstract:
With the rapid development of new structure, material, technology and digital information, much progresshas been made in architectural shape．It has been recognized by the society that today' s society has reached theperiod in whichnothing is impossib...
With the rapid development of new structure, material, technology and digital information, much progresshas been made in architectural shape．It has been recognized by the society that today' s society has reached theperiod in whichnothing is impossib...
2012, 42(8): 169-171,168.
doi: 10.13204/j.gyjz201208034
Abstract:
The integration concept by BIM is widely recognized in construction and it will be the mainstream in thefuture．BIM is very important to collaborate every stage during the full life-cycle of a building, because BIM havepowerful advantage in integratio...
The integration concept by BIM is widely recognized in construction and it will be the mainstream in thefuture．BIM is very important to collaborate every stage during the full life-cycle of a building, because BIM havepowerful advantage in integratio...
