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Objective System and Coordination Mechanism Design for “Multi-Planning System Integration” 被引量:1
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作者 Xu Jingquan Shen Chi Li Caige 《China City Planning Review》 CSCD 2015年第4期41-47,共7页
One of the hot issues to realize the multi-planning system integration is to explore the inter-planning coordination mechanism breaking current technical and system restrictions. The essence of planning disintegration... One of the hot issues to realize the multi-planning system integration is to explore the inter-planning coordination mechanism breaking current technical and system restrictions. The essence of planning disintegration is the disconnection of their objective system, indicator system, and spatial coordinate system. Few studies have been conducted on this issue. This paper analyzes the manifestations and causes of the "three-system dissociation," and proposes to establish a new objective system. In addition, it proposes to strengthen the connection design, aiming to explore effective ways to realize inter-planning connection and coordination. 展开更多
关键词 multi-planning system integration objective system connection design three-system connection connection and coordination mechanism
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Influence of Different Connection Types on Mechanical Behavior of Girder Trusses
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作者 Zeli QUE Tongyu HOU +4 位作者 Yifan GAO Qicheng TENG Qiuyun CHEN Changju WANG Cheng CHANG 《Journal of Bioresources and Bioproducts》 EI 2019年第2期89-98,共10页
The static test of two single light wood trusses and two girder trusses were carried out to explore theperformance enhancement effect of girder trusses and the influence of different connection types on the mechanical... The static test of two single light wood trusses and two girder trusses were carried out to explore theperformance enhancement effect of girder trusses and the influence of different connection types on the mechanicalbehavior, which was studied through the comparison of the test results of four trusses. It is found that the girder trussescan show better load-carrying capacity and anti-deforming ability compared with which simply increases the cross-sectionsize of the members. Because of the advantage of the connection materials and the non-fastening connection mechanism,the wood pin-connected truss has more ultimate bearing capacity which is 2.6 times of single truss, and better deformationresistance which is only 66.2% of the nailed one’s creep value. 展开更多
关键词 girder truss multiple combination connection node design static load test wood pin
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