Engineering Structures - v. 32, n. 11 (November 2010)

Erschienen:	November 2010

Autor(en)	Titel	Seite(n)
Harris, Devin K.	Assessment of flexural lateral load distribution methodologies for stringer bridges	3443-3451
Weber, Benedikt / Feltrin, Glauco	Assessment of long-term behavior of tuned mass dampers by system identification	3670-3682
Amadio, C. / Bedon, C.	Buckling of laminated glass elements in out-of-plane bending	3780-3788
Chiorean, C. G.	Computerised interaction diagrams and moment capacity contours for composite steel–concrete cross-sections	3734-3757
Pnevmatikos, Nikos G. / Gantes, Charis J.	Control strategy for mitigating the response of structures subjected to earthquake actions	3616-3628
Vessby, Johan / Serrano, Erik / Olsson, Anders	Coupled and uncoupled nonlinear elastic finite element models for monotonically loaded sheathing-to-framing joints in timber based shear walls	3433-3442
Bel Hadj Ali, Nizar / Rhode-Barbarigos, Landolf / Pascual Albi, Alberto A. / Smith, Ian F. C.	Design optimization and dynamic analysis of a tensegrity-based footbridge	3650-3659
Quach, W. M. / Teng, J. G. / Chung, K. F.	Effect of the manufacturing process on the behaviour of press-braked thin-walled steel columns	3501-3515
Kim, Jung J. / Reda Taha, Mahmoud M. / Ross, Timothy J.	Establishing concrete cracking strength interval using possibility theory with an application to predict the possible reinforced concrete deflection interval	3592-3600
Algorafi, M. A. / Ali, A. A. A. / Othman, I. / Jaafar, M. S. / Anwar, M. P.	Experimental study of externally prestressed segmental beam under torsion	3528-3538
Nguyen, Viet Ha / Golinval, Jean-Claude	Fault detection based on Kernel Principal Component Analysis	3683-3691
Mohamed, Hamdy M. / Masmoudi, Radhouane	Flexural strength and behavior of steel and FRP-reinforced concrete-filled FRP tube beams	3789-3800
Cimellaro, Gian Paolo / Reinhorn, Andrei M. / Bruneau, Michel	Framework for analytical quantification of disaster resilience	3639-3649
Nimtawat, Anan / Nanakorn, Pruettha	A genetic algorithm for beam–slab layout design of rectilinear floors	3488-3500
Machado, Sebastián P.	Interaction of combined loads on the lateral stability of thin-walled composite beams	3516-3527
Mollón, V. / Bonhomme, J. / Viña, J. / Argüelles, A.	Mixed mode fracture toughness: An empirical formulation for determination in asymmetric DCB specimens	3699-3703
Ravi Mullapudi, T. / Ayoub, Ashraf	Modeling of the seismic behavior of shear-critical reinforced concrete columns	3601-3615
Huang, Zhaohui	Modelling the bond between concrete and reinforcing steel in a fire	3660-3669
Zhang, Z. C. / Lin, J. H. / Zhang, Y. H. / Zhao, Y. / Howson, W. P. / Williams, F. W.	Non-stationary random vibration analysis for train–bridge systems subjected to horizontal earthquakes	3571-3582
Mason, M. S. / Fletcher, D. F. / Wood, G. S.	Numerical simulation of idealised three-dimensional downburst wind fields	3558-3570
Pérez, Juan L. / Cladera, Antoni / Rabuñal, Juan R. / Martínez Abella, Fernando	Optimal adjustment of EC-2 shear formulation for concrete elements without web reinforcement using Genetic Programming	3452-3466
Liu, Ming / Frangopol, Dan M. / Kwon, Kihyon	Optimization of retrofitting distortion-induced fatigue cracking of steel bridges using monitored data under uncertainty	3467-3477
Plassiard, J.-P. / Donzé, F.-V.	Optimizing the design of rockfall embankments with a discrete element method	3817-3826
Dourakopoulos, J. A. / Sapountzakis, E. J.	Postbuckling analysis of beams of arbitrary cross section using BEM	3713-3724
Duprat, Frédéric / Sellier, Alain / Nguyen, Xuan Son / Pons, Gérard	The projection gradient algorithm with error control for structural reliability	3725-3733
Sahoo, Dipti R. / Rai, Durgesh C.	Seismic strengthening of non-ductile reinforced concrete frames using aluminum shear links as energy-dissipation devices	3548-3557
Azkune, M. / Puente, I. / Santilli, A.	Shore overloads during shoring removal	3629-3638
Min, Kyung-Won / Seong, Ji-Young / Kim, Jinkoo	Simple design procedure of a friction damper for reducing seismic responses of a single-story structure	3539-3547
Ülker-Kaustell, Mahir / Karoumi, Raid / Pacoste, Costin	Simplified analysis of the dynamic soil–structure interaction of a portal frame railway bridge	3692-3698
Yang, In Hwan / Joh, Changbin / Kim, Byung-Suk	Structural behavior of ultra high performance concrete beams subjected to bending	3478-3487
Breccolotti, Marco / Materazzi, Annibale Luigi	Structural reliability of eccentrically-loaded sections in RC columns made of recycled aggregate concrete	3704-3712
Karimi, I. / Khaji, N. / Ahmadi, M. T. / Mirzayee, M.	System identification of concrete gravity dams using artificial neural networks based on a hybrid finite element–boundary element approach	3583-3591
Akiyama, Mitsuyoshi / Frangopol, Dan M. / Yoshida, Ikumasa	Time-dependent reliability analysis of existing RC structures in a marine environment using hazard associated with airborne chlorides	3768-3779
Keitel, Holger / Dimmig-Osburg, Andrea	Uncertainty and sensitivity analysis of creep models for uncorrelated and correlated input parameters	3758-3767
Tegou, Sevasti D. / Mitoulis, Stergios A. / Tegos, Ioannis A.	An unconventional earthquake resistant abutment with transversely directed R/C walls	3801-3816

Autor(en)

Titel

Seite(n)

Harris, Devin K.

Assessment of flexural lateral load distribution methodologies for stringer bridges

3443-3451

Weber, Benedikt / Feltrin, Glauco

Assessment of long-term behavior of tuned mass dampers by system identification

3670-3682

Amadio, C. / Bedon, C.

Buckling of laminated glass elements in out-of-plane bending

3780-3788