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2006 Vol. 36, No. 3
Display Method:
2006, 36(3): 1-3.
doi: 10.13204/j.gyjz200603001
Abstract:
It is introduced that the problems of technical reform in the completed industrial architectures due to various causes. Two types of reforms are also explored by two engineering examples.
It is introduced that the problems of technical reform in the completed industrial architectures due to various causes. Two types of reforms are also explored by two engineering examples.
2006, 36(3): 4-8.
doi: 10.13204/j.gyjz200603002
Abstract:
There are not many discussions on planning of science park in architectural field. An analytic framework is proposed based on study of relevant theories of planning of science park. The principles and guidelines that should be followed in the plannin...
There are not many discussions on planning of science park in architectural field. An analytic framework is proposed based on study of relevant theories of planning of science park. The principles and guidelines that should be followed in the plannin...
2006, 36(3): 9-12.
doi: 10.13204/j.gyjz200603003
Abstract:
The architectural designs of three scientific experimental buildings with different properties and functions are analyzed and compared from architectural planning and design,building environment,equipment and materials etc. The architectural features...
The architectural designs of three scientific experimental buildings with different properties and functions are analyzed and compared from architectural planning and design,building environment,equipment and materials etc. The architectural features...
2006, 36(3): 13-17.
doi: 10.13204/j.gyjz200603004
Abstract:
From three token modes which are token of style,token of sign and token of law,it is summarized the conception and methods,which a modern enterprise can indicate and inherit its enterprise culture by the three architectural tokens. The purpose is to ...
From three token modes which are token of style,token of sign and token of law,it is summarized the conception and methods,which a modern enterprise can indicate and inherit its enterprise culture by the three architectural tokens. The purpose is to ...
2006, 36(3): 18-22.
doi: 10.13204/j.gyjz200603005
Abstract:
Starting with the concept of architectural details,whose basic definition and classification are expatiated and the integral principles that should be followed in detail design are also worked out. Finally the specific methods of architectural detail...
Starting with the concept of architectural details,whose basic definition and classification are expatiated and the integral principles that should be followed in detail design are also worked out. Finally the specific methods of architectural detail...
2006, 36(3): 23-26.
doi: 10.13204/j.gyjz200603006
Abstract:
With the rapid urbanization of the Pearl River Delta(PRD), village in city has become quite a disharmonic view,which has attracted extensive attention of the whole society. Focusing on how to change village in city,some planning principles are put fo...
With the rapid urbanization of the Pearl River Delta(PRD), village in city has become quite a disharmonic view,which has attracted extensive attention of the whole society. Focusing on how to change village in city,some planning principles are put fo...
2006, 36(3): 30-32.
doi: 10.13204/j.gyjz200603008
Abstract:
With the rapid urbanization of the Pearl River Delta(PRD), village in city has become quite a disharmonic view,which has attracted extensive attention of the whole society. Focusing on how to change village in city, some planning principles are put f...
With the rapid urbanization of the Pearl River Delta(PRD), village in city has become quite a disharmonic view,which has attracted extensive attention of the whole society. Focusing on how to change village in city, some planning principles are put f...
2006, 36(3): 33-37.
doi: 10.13204/j.gyjz200603009
Abstract:
Based on the principles of instantaneous optimal active control,it is developed an optimal active control algorithm commanding the structure displacement,velocity and acceleration simultaneously. Moreover,a sem-i active control of the pulsating wind ...
Based on the principles of instantaneous optimal active control,it is developed an optimal active control algorithm commanding the structure displacement,velocity and acceleration simultaneously. Moreover,a sem-i active control of the pulsating wind ...
2006, 36(3): 38-40.
doi: 10.13204/j.gyjz200603010
Abstract:
As a energy-dissipation member of coupled shear wall,the structural behavior of reinforced concrete coupled shear wall is greatly influenced by the behavior of their coupled beams. The failure mode of coupling beam is important in the study of shear ...
As a energy-dissipation member of coupled shear wall,the structural behavior of reinforced concrete coupled shear wall is greatly influenced by the behavior of their coupled beams. The failure mode of coupling beam is important in the study of shear ...
2006, 36(3): 41-43.
doi: 10.13204/j.gyjz200603011
Abstract:
Through the study of the opening size of short pier walls,it was earned the limited value of the opening size which decides the different mechanical characterisitics of the structure. Consequently it was also given the difinition and the classifying ...
Through the study of the opening size of short pier walls,it was earned the limited value of the opening size which decides the different mechanical characterisitics of the structure. Consequently it was also given the difinition and the classifying ...
2006, 36(3): 44-46.
doi: 10.13204/j.gyjz200603012
Abstract:
For single span beam or interior span beam of prestressed concrete frame,a simplified method for calculating secondary moment was developed. A parabola was used instead of real prestressing steel bar shape in this method. The method is easy and the r...
For single span beam or interior span beam of prestressed concrete frame,a simplified method for calculating secondary moment was developed. A parabola was used instead of real prestressing steel bar shape in this method. The method is easy and the r...
2006, 36(3): 47-50.
doi: 10.13204/j.gyjz200603013
Abstract:
Shrinkage deformation is a driving force to stress generation and cracking in early concrete,whereas the occurrence of cracking depends on the restraint condition. Furthermore,the degree of restraint greatly affects the mechanical properties of early...
Shrinkage deformation is a driving force to stress generation and cracking in early concrete,whereas the occurrence of cracking depends on the restraint condition. Furthermore,the degree of restraint greatly affects the mechanical properties of early...
2006, 36(3): 51-54.
doi: 10.13204/j.gyjz200603014
Abstract:
Parameters affecting fire res istance of concrete structures are analyzed by correlative test results and calculation results,s uch as section dimension,section shape,thicknes s of cover to reinforcement,reinforcement ratio,reinforcement varieties,lo...
Parameters affecting fire res istance of concrete structures are analyzed by correlative test results and calculation results,s uch as section dimension,section shape,thicknes s of cover to reinforcement,reinforcement ratio,reinforcement varieties,lo...
2006, 36(3): 55-58.
doi: 10.13204/j.gyjz200603015
Abstract:
The experiment study on piezoelectricity characteristics of the PVDF strain sensor between 0.1 Hz and 30 Hz is carried out and the reason why there is phase difference between PVDF strain and the output voltage of the charge amplifier within range of...
The experiment study on piezoelectricity characteristics of the PVDF strain sensor between 0.1 Hz and 30 Hz is carried out and the reason why there is phase difference between PVDF strain and the output voltage of the charge amplifier within range of...
2006, 36(3): 59-62.
doi: 10.13204/j.gyjz200603016
Abstract:
Compos ite truss transfer structure with web-type column (web-type column transfer structure) is a new kind of structure,where web-type columns are set up between beams. The function of web-type columns is to adjust the moment of the structures. It c...
Compos ite truss transfer structure with web-type column (web-type column transfer structure) is a new kind of structure,where web-type columns are set up between beams. The function of web-type columns is to adjust the moment of the structures. It c...
2006, 36(3): 63-66.
doi: 10.13204/j.gyjz200603017
Abstract:
Engineering properties of deep clay in H uanghuai area,such as dens ity,water content,particle size, mineralogical compos ition,expansibility,compressibility and shear strength etc., are summarized. It shows that the deep clay in H uanghuai area is s...
Engineering properties of deep clay in H uanghuai area,such as dens ity,water content,particle size, mineralogical compos ition,expansibility,compressibility and shear strength etc., are summarized. It shows that the deep clay in H uanghuai area is s...
2006, 36(3): 67-70.
doi: 10.13204/j.gyjz200603018
Abstract:
The concept of swelling force of expand soils was analyzed and it was pointed out that the swelling force described by Basic Nomenclature Standard of Geotechnical Engineering (GBPT 50279-98) was limit swelling force. The moistening trial to expansive...
The concept of swelling force of expand soils was analyzed and it was pointed out that the swelling force described by Basic Nomenclature Standard of Geotechnical Engineering (GBPT 50279-98) was limit swelling force. The moistening trial to expansive...
2006, 36(3): 71-75.
doi: 10.13204/j.gyjz200603019
Abstract:
Based on the interaction of the pile and soil the bearing capacity formula of CFG (cement-flyash-gravel) pile composite foundation was discussed and simplified. Different factors on the reduced coefficient B were studied. Through the back analysis of...
Based on the interaction of the pile and soil the bearing capacity formula of CFG (cement-flyash-gravel) pile composite foundation was discussed and simplified. Different factors on the reduced coefficient B were studied. Through the back analysis of...
2006, 36(3): 80-82.
doi: 10.13204/j.gyjz200603021
Abstract:
The actions and effects of temperature loads on giant reinforced concrete circular coal silo are not precisely specified in technical references and relevant standards of design. It is investigated the structure behavior of reinforced concrete circul...
The actions and effects of temperature loads on giant reinforced concrete circular coal silo are not precisely specified in technical references and relevant standards of design. It is investigated the structure behavior of reinforced concrete circul...
2006, 36(3): 83-86.
doi: 10.13204/j.gyjz200603022
Abstract:
The analysis of dynamic characteristics and s eismic response of a high_rise control tower of airport with steel frame on the top is given from two respects: model s haking table test and finite element calculation. A 1B 30 scaled model is tested to ...
The analysis of dynamic characteristics and s eismic response of a high_rise control tower of airport with steel frame on the top is given from two respects: model s haking table test and finite element calculation. A 1B 30 scaled model is tested to ...
2006, 36(3): 87-90.
doi: 10.13204/j.gyjz200603023
Abstract:
The behaviors of three simply_supported compos ite s labs and four continuous compos ite s labs subjected to fire with constant load were experimented. The distortion,destruction form and internal force redistribution of the slabs were investigated. ...
The behaviors of three simply_supported compos ite s labs and four continuous compos ite s labs subjected to fire with constant load were experimented. The distortion,destruction form and internal force redistribution of the slabs were investigated. ...
2006, 36(3): 91-94.
doi: 10.13204/j.gyjz200603024
Abstract:
In order to enhance the stability of single layer dome,Vierendeel dome was presented by employing lattice bar. Vierendeel arch is the key part of Vierndeel dome,while its research is few. It was made a thorough research on its static performance,and ...
In order to enhance the stability of single layer dome,Vierendeel dome was presented by employing lattice bar. Vierendeel arch is the key part of Vierndeel dome,while its research is few. It was made a thorough research on its static performance,and ...
2006, 36(3): 95-98.
doi: 10.13204/j.gyjz200603025
Abstract:
Fish_bellied cable truss of point supported glazing has been widely used for the characters of lightness and transparency. And commonly it is systematically supported,when additional support is added,the structure is turned from symmetrical support i...
Fish_bellied cable truss of point supported glazing has been widely used for the characters of lightness and transparency. And commonly it is systematically supported,when additional support is added,the structure is turned from symmetrical support i...
2006, 36(3): 99-101.
doi: 10.13204/j.gyjz200603026
Abstract:
The testing methods and contents for a concrete structure factory building after a fire hazard are introduced, including concrete strength,steel strength,carbonation depth in concrete and so on. And by analyzing the testing results, several strengthe...
The testing methods and contents for a concrete structure factory building after a fire hazard are introduced, including concrete strength,steel strength,carbonation depth in concrete and so on. And by analyzing the testing results, several strengthe...
2006, 36(3): 102-104.
doi: 10.13204/j.gyjz200603027
Abstract:
It is presented briefly that the failure of a steel strand coupler during the tension of the prestressed tendon in a high school. As a result of the analysis of its reasons,the scheme adopting overlapping unbonded prestressed tendon for the reinforce...
It is presented briefly that the failure of a steel strand coupler during the tension of the prestressed tendon in a high school. As a result of the analysis of its reasons,the scheme adopting overlapping unbonded prestressed tendon for the reinforce...
2006, 36(3): 105-107.
doi: 10.13204/j.gyjz200603028
Abstract:
The damages of bowl_scaffold supporting often happen,the collapsing reasons of bowl_scaffold supporting used in bridge construction are analyzed,and several preventing measures are presented and will benefit the construction of bridge.
The damages of bowl_scaffold supporting often happen,the collapsing reasons of bowl_scaffold supporting used in bridge construction are analyzed,and several preventing measures are presented and will benefit the construction of bridge.
2006, 36(3): 108-110.
doi: 10.13204/j.gyjz200603029
Abstract:
According to the architectural design of Shanghai Waigaoqiao Foodstuff Storage and dock establishment,it is explored how technique corresponds with art in the industrial architectures from several aspects such as exterior colony space,architectural s...
According to the architectural design of Shanghai Waigaoqiao Foodstuff Storage and dock establishment,it is explored how technique corresponds with art in the industrial architectures from several aspects such as exterior colony space,architectural s...
2006, 36(3): 111-115.
doi: 10.13204/j.gyjz200603030
Abstract:
In terms of typical base with non_considering reqirement in wartime,functional transformation from peacetime to wartime is researched. Several aspects are analyzed,for example whole functional transformation,gateway functional transformation,main par...
In terms of typical base with non_considering reqirement in wartime,functional transformation from peacetime to wartime is researched. Several aspects are analyzed,for example whole functional transformation,gateway functional transformation,main par...
