Login
Register
E-alert
2004 Vol. 34, No. 12
Display Method:
2004, 34(12): 1-5,22.
doi: 10.13204/j.gyjz200412001
Abstract:
It is classified and discussed th at some key technical problems met in the construction process of large span ste el structures.These problems are as follows:(1)stability checking of the structur e and component members during the lifting process;(2...
It is classified and discussed th at some key technical problems met in the construction process of large span ste el structures.These problems are as follows:(1)stability checking of the structur e and component members during the lifting process;(2...
2004, 34(12): 6-11.
doi: 10.13204/j.gyjz200412002
Abstract:
Because of the merits of the integral hoisting in structural construct ion, i.e., simple construction instrument applied, assembling on the ground, hig h efficiency and safety, it has become the main special approaches for long-spa n steel structure ...
Because of the merits of the integral hoisting in structural construct ion, i.e., simple construction instrument applied, assembling on the ground, hig h efficiency and safety, it has become the main special approaches for long-spa n steel structure ...
2004, 34(12): 12-14,35.
doi: 10.13204/j.gyjz200412003
Abstract:
The installation scheme and analysis procedure of the steel roof of Macao Gym are presented. First, the interaction between main and secondary trusses in the roof is analyzed to identify their individual contributions to ap plied loading. Based on th...
The installation scheme and analysis procedure of the steel roof of Macao Gym are presented. First, the interaction between main and secondary trusses in the roof is analyzed to identify their individual contributions to ap plied loading. Based on th...
2004, 34(12): 15-18,31.
doi: 10.13204/j.gyjz200412004
Abstract:
Shenzhen Convention and Exhibition Centre is one of the most important municipal projects of Shenzhen. The steel arch structure with double box-girde r s is used in the roof-structures. To decrease the horizontal acting forces on t he main-structure ...
Shenzhen Convention and Exhibition Centre is one of the most important municipal projects of Shenzhen. The steel arch structure with double box-girde r s is used in the roof-structures. To decrease the horizontal acting forces on t he main-structure ...
2004, 34(12): 19-22.
doi: 10.13204/j.gyjz200412005
Abstract:
The New Leifeng Pagoda has been built for restoring the evening glow of Leifeng, which is the Ten Views of West Lake.It sets a precedent for rebuilding an ancien t structure with steel framed structure domestically. The projects general situation and...
The New Leifeng Pagoda has been built for restoring the evening glow of Leifeng, which is the Ten Views of West Lake.It sets a precedent for rebuilding an ancien t structure with steel framed structure domestically. The projects general situation and...
2004, 34(12): 23-26,58.
doi: 10.13204/j.gyjz200412006
Abstract:
In concrete filled steel tube column with steel beam system, strengthe ning plate ring is widely used, so it is important for engineers to get some kno wledge about this kind of joint. In the past, tests and researches are mainly f ocused on the form...
In concrete filled steel tube column with steel beam system, strengthe ning plate ring is widely used, so it is important for engineers to get some kno wledge about this kind of joint. In the past, tests and researches are mainly f ocused on the form...
2004, 34(12): 27-31.
doi: 10.13204/j.gyjz200412007
Abstract:
The experimental research on the model of steel t russ with rectangular tube members for new terminal building of Chongqing Jiangb ei Airport is reported. The main truss and the lateral braces were simulated in the test. The results of linear finite ...
The experimental research on the model of steel t russ with rectangular tube members for new terminal building of Chongqing Jiangb ei Airport is reported. The main truss and the lateral braces were simulated in the test. The results of linear finite ...
2004, 34(12): 32-35.
doi: 10.13204/j.gyjz200412008
Abstract:
Crystal stone lobby of Shenzhen Children's Palace is a complicated structure combined by outer frame of 16 steel pipe columns and inner ellipse shell spatial truss. The columns of outer frame are braced by fra me beams along ring direction and by no ...
Crystal stone lobby of Shenzhen Children's Palace is a complicated structure combined by outer frame of 16 steel pipe columns and inner ellipse shell spatial truss. The columns of outer frame are braced by fra me beams along ring direction and by no ...
2004, 34(12): 36-38.
doi: 10.13204/j.gyjz200412009
Abstract:
From the aspect of peoples physiological behavi o r and mantal sense, this article analyzes the planning and design of pedestrian street, stresses the environmental design concept of respecting human needs and provides a theoretical basis for creatin...
From the aspect of peoples physiological behavi o r and mantal sense, this article analyzes the planning and design of pedestrian street, stresses the environmental design concept of respecting human needs and provides a theoretical basis for creatin...
2004, 34(12): 39-41,50.
doi: 10.13204/j.gyjz200412010
Abstract:
The effects of the applied technology on human ha bitat, healthy importance and the sustainable development of ecological environm ent were expounded through analyzing the applied technology of a healthy residen tial building. It was also proposed th...
The effects of the applied technology on human ha bitat, healthy importance and the sustainable development of ecological environm ent were expounded through analyzing the applied technology of a healthy residen tial building. It was also proposed th...
2004, 34(12): 42-44,47.
doi: 10.13204/j.gyjz200412011
Abstract:
A new type of aseismic structural systemfrict ion damping shear wall is proposed. It is studied that the failure mechanism and mode of the friction damping shear wall under repeated loadings through tests o f three shear walls. The ductility and ener...
A new type of aseismic structural systemfrict ion damping shear wall is proposed. It is studied that the failure mechanism and mode of the friction damping shear wall under repeated loadings through tests o f three shear walls. The ductility and ener...
2004, 34(12): 45-47.
doi: 10.13204/j.gyjz200412012
Abstract:
Modal parameter identification of frame structure s under ambient excitation is studied. To verify the effectiveness of natural ex citation technique and eigensystem realization algorithm (NExT/ERA), numeric sim ulation of an 8 storey model frame str...
Modal parameter identification of frame structure s under ambient excitation is studied. To verify the effectiveness of natural ex citation technique and eigensystem realization algorithm (NExT/ERA), numeric sim ulation of an 8 storey model frame str...
2004, 34(12): 48-50.
doi: 10.13204/j.gyjz200412013
Abstract:
The internal force, stress distribution and its changing law of no-hole continu ous wall beams are analyzed by diagrams, using finite element method, and thus t he interactive forces between the no-hole continuous wall beams and joists can be compute...
The internal force, stress distribution and its changing law of no-hole continu ous wall beams are analyzed by diagrams, using finite element method, and thus t he interactive forces between the no-hole continuous wall beams and joists can be compute...
2004, 34(12): 51-53.
doi: 10.13204/j.gyjz200412014
Abstract:
The relevant codes of China and Russia s how that the ratio of mass eccentricity distance from the center of foundation b ase area to foundation side length in parallel with eccentricity direction is li mited to 3% or 5% under different conditions.Th...
The relevant codes of China and Russia s how that the ratio of mass eccentricity distance from the center of foundation b ase area to foundation side length in parallel with eccentricity direction is li mited to 3% or 5% under different conditions.Th...
2004, 34(12): 54-58.
doi: 10.13204/j.gyjz200412015
Abstract:
By means of the current largest model box in domestic geotechnical centrifuges and 400gt centrifuge, the foundation of cargo field and its substratum have been studied. The deformation process under 28m thick silty sand fill and 55kN/m2 working load,...
By means of the current largest model box in domestic geotechnical centrifuges and 400gt centrifuge, the foundation of cargo field and its substratum have been studied. The deformation process under 28m thick silty sand fill and 55kN/m2 working load,...
2004, 34(12): 59-60,97.
doi: 10.13204/j.gyjz200412016
Abstract:
The anchorage performance of GFRP rock b olt is studied by the material test of GFRP threaded rod with a diameter of 25mm and its pull-out test of grouting anchorage. The study shows that the tensile capacity of GFRP threaded rod is higher than that ...
The anchorage performance of GFRP rock b olt is studied by the material test of GFRP threaded rod with a diameter of 25mm and its pull-out test of grouting anchorage. The study shows that the tensile capacity of GFRP threaded rod is higher than that ...
2004, 34(12): 61-62.
doi: 10.13204/j.gyjz200412017
Abstract:
It was studied that the effect of addition of lithium slag and silica fume on th e strength and fluidity of concrete; according to the data obtained from the tes t, the rule of 28 day compressive strength of concrete inner added with lithium slag and...
It was studied that the effect of addition of lithium slag and silica fume on th e strength and fluidity of concrete; according to the data obtained from the tes t, the rule of 28 day compressive strength of concrete inner added with lithium slag and...
2004, 34(12): 63-66.
doi: 10.13204/j.gyjz200412018
Abstract:
Two types of ecological reactive powder concretes (ECO-RPC) were prepared by substitution of ultra-fine industrial was te for 50%～60% cement by weight and replacement of ground fine quartz sand with natural fine sand. Through Hopkinson bar experiment...
Two types of ecological reactive powder concretes (ECO-RPC) were prepared by substitution of ultra-fine industrial was te for 50%～60% cement by weight and replacement of ground fine quartz sand with natural fine sand. Through Hopkinson bar experiment...
2004, 34(12): 67-69,90.
doi: 10.13204/j.gyjz200412019
Abstract:
Based on 72 HRB500 steel bar specimens pull-out tests,it is investigated that the bond-anchorage properties of HRB500 steel bar s and the main factors influencing the bond capacity between HRB500 steel bars a nd concrete.Then the calculating formula ...
Based on 72 HRB500 steel bar specimens pull-out tests,it is investigated that the bond-anchorage properties of HRB500 steel bar s and the main factors influencing the bond capacity between HRB500 steel bars a nd concrete.Then the calculating formula ...
2004, 34(12): 70-72.
doi: 10.13204/j.gyjz200412020
Abstract:
It is analyzed that the gap between China and oth er maturely-applying countries in the field of design and construction of mason ry buildings and the reasons of the gap.In addition,it is proposed that masonry-unit buildings of multi-storeys should a...
It is analyzed that the gap between China and oth er maturely-applying countries in the field of design and construction of mason ry buildings and the reasons of the gap.In addition,it is proposed that masonry-unit buildings of multi-storeys should a...
2004, 34(12): 73-75.
doi: 10.13204/j.gyjz200412021
Abstract:
To cater for the need of wall reform in China,sev eral new kinds of house buildings of seismic structural systems with energy effi ciency are briefly introduced,including their characteristics and situation of a pplication and researches.
To cater for the need of wall reform in China,sev eral new kinds of house buildings of seismic structural systems with energy effi ciency are briefly introduced,including their characteristics and situation of a pplication and researches.
2004, 34(12): 76-79.
doi: 10.13204/j.gyjz200412022
Abstract:
The cable-edged membrane structure is the most w idespread structural style of a membrane structure. It had been introduced that the design principle and the detailing for such type of membrane structure; two design examples had been presented.
The cable-edged membrane structure is the most w idespread structural style of a membrane structure. It had been introduced that the design principle and the detailing for such type of membrane structure; two design examples had been presented.
2004, 34(12): 80-82,66.
doi: 10.13204/j.gyjz200412023
Abstract:
Two reinforced concrete frames under cyclic horiz ontal loading were tested. One of which was strengthened with external prestress ing steel tendons. The effect of strengthening frame with external prestressing steel tendons on seismic ability was st...
Two reinforced concrete frames under cyclic horiz ontal loading were tested. One of which was strengthened with external prestress ing steel tendons. The effect of strengthening frame with external prestressing steel tendons on seismic ability was st...
2004, 34(12): 83-84.
doi: 10.13204/j.gyjz200412024
Abstract:
Via bonding mechanism and experimental study, the necessity of exerting contact pressure to the bonding interface between fiber s heets and concrete was indicated. A convenient and practical construction techni que of hydraulic pad-exerting-pressure ...
Via bonding mechanism and experimental study, the necessity of exerting contact pressure to the bonding interface between fiber s heets and concrete was indicated. A convenient and practical construction techni que of hydraulic pad-exerting-pressure ...
2004, 34(12): 85-86,99.
doi: 10.13204/j.gyjz200412025
Abstract:
A theoretical analysis of end anchorage of RC beams strengthened with fiber shee ts is carried out using a model of arch truss, in which the effect of inclined cracks on the strengthening effectiveness is taken into account, and a simplifie d calcula...
A theoretical analysis of end anchorage of RC beams strengthened with fiber shee ts is carried out using a model of arch truss, in which the effect of inclined cracks on the strengthening effectiveness is taken into account, and a simplifie d calcula...
2004, 34(12): 87-88,95.
doi: 10.13204/j.gyjz200412026
Abstract:
Based on an example of renovation and strengthening of a building in a universit y hospital,the application of the approach of prestressed multi-ribbed cast-in -site floor slab with welded steel bar web is expounded,and the technique for c onnecting ...
Based on an example of renovation and strengthening of a building in a universit y hospital,the application of the approach of prestressed multi-ribbed cast-in -site floor slab with welded steel bar web is expounded,and the technique for c onnecting ...
2004, 34(12): 89-90.
doi: 10.13204/j.gyjz200412027
Abstract:
The 33.6 meter-length prestressed concrete curved girder is applied in scene f rame of Dongli Park in Harbin.The following problems of this curved girder are a nalyzed:how to determine the material of the curved girder,the profile of prestr essing te...
The 33.6 meter-length prestressed concrete curved girder is applied in scene f rame of Dongli Park in Harbin.The following problems of this curved girder are a nalyzed:how to determine the material of the curved girder,the profile of prestr essing te...
2004, 34(12): 91-95.
doi: 10.13204/j.gyjz200412028
Abstract:
Hengliong Plaza is 66 storeys made of pure reinforced concrete, 288m high, the tallest building in the world.This paper attempts to summarize the experience re lated to the design and construction,and the theory of superstructure-foundatio n interact...
Hengliong Plaza is 66 storeys made of pure reinforced concrete, 288m high, the tallest building in the world.This paper attempts to summarize the experience re lated to the design and construction,and the theory of superstructure-foundatio n interact...
2004, 34(12): 96-97.
doi: 10.13204/j.gyjz200412029
Abstract:
Based on a practical project, it is analysed that the disadvantageous factors of the heaped load brought by slope land making on soft soil ground to a base des ign, and some ways to solve the problem are also introduced.
Based on a practical project, it is analysed that the disadvantageous factors of the heaped load brought by slope land making on soft soil ground to a base des ign, and some ways to solve the problem are also introduced.
2004, 34(12): 98-99.
doi: 10.13204/j.gyjz200412030
Abstract:
More and more people are attracting by landscape,yet a landscape design is seem ingly considered as a kind of artistic design.This paper attempts to explain th rough theoretical analysis that the landscape design is a comprehensive subject of integra...
More and more people are attracting by landscape,yet a landscape design is seem ingly considered as a kind of artistic design.This paper attempts to explain th rough theoretical analysis that the landscape design is a comprehensive subject of integra...
