STATIC CYCLIC-LOADING TEST ON RIGID CONNECTION OF STEEL GIRDER COMBINED WITH ARTICULATED BEAM AND CONCRETE PIER

Ji Bohai; Yang Ming

doi:10.13204/j.gyjz200511004

Volume 35 Issue 11

Dec. 2014

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Ji Bohai, Yang Ming. STATIC CYCLIC-LOADING TEST ON RIGID CONNECTION OF STEEL GIRDER COMBINED WITH ARTICULATED BEAM AND CONCRETE PIER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 14-16. doi: 10.13204/j.gyjz200511004

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Ji Bohai, Yang Ming. STATIC CYCLIC-LOADING TEST ON RIGID CONNECTION OF STEEL GIRDER COMBINED WITH ARTICULATED BEAM AND CONCRETE PIER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 14-16. doi: 10.13204/j.gyjz200511004

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STATIC CYCLIC-LOADING TEST ON RIGID CONNECTION OF STEEL GIRDER COMBINED WITH ARTICULATED BEAM AND CONCRETE PIER

doi: 10.13204/j.gyjz200511004

Ji Bohai,
Yang Ming

1.
Civil Engineering College,Hohai University Nanjing 210098

Received Date: 2005-05-10
Publish Date: 2005-11-20

Abstract

Abstract

A new type of rigid connection of steel girder and reinforced concrete pier is proposed, by increasing an articulated beam under the main beam to make the rigid connection partly move down to the top of concrete pier.Based on the static cyclic-loading tests of three kinds of experimental models, useful experimental data is obtained on the new type of connection of steel superstructure and concrete substructure.As a result, the stress transfer mechanism of this construction can be made clearly.It can be found that this type of connection has good energy absorption capacity in spite of large displacement.Extending the height of articulated beam and increasing the amount of shear bolt improve the seismic performance of the structure obviously.
- composite structure, stiff joint, articulated beam, seismic performance,

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References(5)

References

佐藤徹,清水功雄.複合ラ一メン橋の接合部设计法に関する一提案.構造工学论文集,1999,45A(3):1 431～1 438

[2] 鈴木祐二,水口和之.複合ラ一メン橋剛刚结部の一構造と模型実驶.構造工学论文集,1999,44A(3):1 435～1 446

[3] 松井繁之,湯川保之.複合ラ一メン橋鋼桁桁-RC脚剛结部の構造と力学性状について.構造工学论文集,1999,43A(3):1 367～1 374

[4] 佐々木木保隆,平井卓.钢コンクリ一ト複合ラ一メン橋の剛结部に関する実驶的研究.構造工学论文集,1998,44A(3):1 447～1 457

[5] Ji Bohai, Gao Jianming, Tetsuhiko Aoki. Static Cyclic-Loading Test on New Type of Rigid Connection of Steel Girder and Reinforced Concrete Pier. Journal of Southeast University (English Edition),2003,19 (4):368～372

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