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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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Engineering Structures - v. 28, n. 6 (mai 2006)

Publié:	mai 2006

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Kaveh, A. / Moez, H.	Analysis of frames with semi-rigid joints: A graph-theoretical approach	829-836
Youssef, M. A.	Analytical prediction of the linear and nonlinear behaviour of steel beams rehabilitated using FRP sheets	903-911
Lee, Jong Jae / Yun, Chung Bang	Damage diagnosis of steel girder bridges using ambient vibration data	912-925
Jara, Manuel / Casas, Joan R.	A direct displacement-based method for the seismic design of bridges on bi-linear isolation devices	869-879
Lee, Dong-Guen / Choi, Won-Ho / Cheong, Myung-Chae / Kim, Dae-Kon	Evaluation of seismic performance of multistory building structures based on the equivalent responses	837-856
Huang, Zhan-Fei / Tan, Kang-Hai / Ting, Seng-Kiong	Heating rate and boundary restraint effects on fire resistance of steel columns with creep	805-817
Yang, Ilseung / Tagawa, Yasuhisa / Nishiyama, Isao / Yun, Hyundo / Lee, Kangmin	Hysteretic behavior and design specification of composite beam with slit around column	818-828
Živanović, Stana / Pavic, Aleksandar / Reynolds, Paul	Modal testing and FE model tuning of a lively footbridge structure	857-868
Sebastian, W. M.	Optimisation of flexural stiffness profiles to compensate for reduced ductility in hyperstatic reinforced concrete structures	893-902
Kim, T.-H. / Kim, B.-S. / Chung, Y.-S. / Shin, H. M.	Seismic performance assessment of reinforced concrete bridge piers with lap splices	935-945
Gardner, Leroy / Ashraf, Mahmud	Structural design for non-linear metallic materials	926-934
Zhou, Feng / Young, Ben	Yield line mechanism analysis on web crippling of cold-formed stainless steel tubular sections under two-flange loading	880-892

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IssueID
17526
Publié(e) le:
06.12.2018
Modifié(e) le:
06.12.2018

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