Engineering Structures - v. 33, n. 3 (März 2011)

Erschienen:	März 2011

Autor(en)	Titel	Seite(n)
Ülker-Kaustell, Mahir / Karoumi, Raid	Application of the continuous wavelet transform on the free vibrations of a steel–concrete composite railway bridge	911-919
El-Bahey, Samer / Bruneau, Michel	Buckling restrained braces as structural fuses for the seismic retrofit of reinforced concrete bridge bents	1052-1061
Bastidas-Arteaga, E. / Chateauneuf, A. / Sanchez-Silva, M. / Bressolette, Ph. / Schoefs, F.	A comprehensive probabilistic model of chloride ingress in unsaturated concrete	720-730
Guidotti, Roberto / Ruiz, Miguel Fernández / Muttoni, Aurelio	Crushing and flexural strength of slab–column joints	855-867
Tubaldi, E. / Dall'Asta, A.	A design method for seismically isolated bridges with abutment restraint	786-795
Bonet, J. L. / Romero, M. L. / Miguel, P. F.	Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending	881-893
Sehhati, Reza / Rodriguez-Marek, Adrian / ElGawady, Mohamed / Cofer, William F.	Effects of near-fault ground motions and equivalent pulses on multi-story structures	767-779
Zheng, Tianxin / Ji, Tianjian	Equivalent representations of beams with periodically variable cross-sections	706-719
Zhang, Nan / Fu, Chung C. / Che, Huimin	Experiment and numerical modeling of prestressed concrete curved slab with spatial unbonded tendons	747-756
López, Aitziber / Puente, Iñigo / Aizpurua, Hodei	Experimental and analytical studies on the rotational stiffness of joints for single-layer structures	731-737
Park, Joonam / Choi, Eunsoo	Fragility analysis of track-on steel-plate-girder railway bridges in Korea	696-705
Love, J. S. / Tait, M. J. / Toopchi-Nezhad, H.	A hybrid structural control system using a tuned liquid damper to reduce the wind induced motion of a base isolated structure	738-746
Sousa, R. A. / Souza, R. M. / Figueiredo, F. P. / Menezes, I. F. M.	The influence of bending and shear stiffness and rotational inertia in vibrations of cables: An analytical approach	689-695
Mata, J.	Interpretation of concrete dam behaviour with artificial neural network and multiple linear regression models	903-910
Tasnimi, A. A. / Mohebkhah, A.	Investigation on the behavior of brick-infilled steel frames with openings, experimental and analytical approaches	968-980
Yang, Y. B. / Yau, J. D.	An iterative interacting method for dynamic analysis of the maglev train–guideway/foundation–soil system	1013-1024
Paglietti, A. / Porcu, M. C. / Pittaluga, M.	A loophole in the Eurocode 8 allowing for non-conservative seismic design	780-785
Sharma, Akanshu / Eligehausen, R. / Reddy, G. R.	A new model to simulate joint shear behavior of poorly detailed beam–column connections in RC structures under seismic loads, Part I: Exterior joints	1034-1051
Lagier, F. / Jourdain, X. / de Sa, C. / Benboudjema, F. / Colliat, J. B.	Numerical strategies for prediction of drying cracks in heterogeneous materials: Comparison upon experimental results	920-931
Li, Zhengying / Albermani, Faris / Chan, Ricky W. K. / Kitipornchai, S.	Pinching hysteretic response of yielding shear panel device	993-1000
Kim, Jae-Yo / Park, Hong-Gun / Yi, Seong-Tae	Plasticity model for directional nonlocality by tension cracks in concrete planar members	1001-1012
Brun, M. / Labbé, P. / Bertrand, D. / Courtois, A.	Pseudo-dynamic tests on low-rise shear walls and simplified model based on the structural frequency drift	796-812
Liu, Qiang / Yang, Jian / Li, Long-yuan	Pseudo-plastic moment resistance of continuous beams with cold-formed sigma sections at internal supports: An experimental study	947-957
Ramos, A. Pinho / Lúcio, Válter J. G. / Regan, Paul E.	Punching of flat slabs with in-plane forces	894-902
Gomes, Maria Idália / Lopes, Mário / de Brito, Jorge	Seismic resistance of earth construction in Portugal	932-941
Dimitrakopoulos, Elias G.	Seismic response analysis of skew bridges with pounding deck–abutment joints	813-826
Raychowdhury, Prishati	Seismic response of low-rise steel moment-resisting frame (SMRF) buildings incorporating nonlinear soil–structure interaction (SSI)	958-967
van de Lindt, John W. / Pryor, Steven E. / Pei, Shiling	Shake table testing of a full-scale seven-story steel–wood apartment building	757-766
Fathifazl, Gholamreza / Razaqpur, A. G. / Isgor, O. Burkan / Abbas, Abdelgadir / Fournier, Benoit / Foo, Simon	Shear capacity evaluation of steel reinforced recycled concrete (RRC) beams	1025-1033
Cosenza, Edoardo / Galasso, Carmine / Maddaloni, Giuseppe	A simplified method for flexural capacity assessment of circular RC cross-sections	942-946
Aristizabal-Ochoa, J. Dario	Stability of columns with semi-rigid connections including shear effects using Engesser, Haringx and Euler approaches	868-880
Sohel, K. M. A. / Richard Liew, J. Y.	Steel–Concrete–Steel sandwich slabs with lightweight core — Static performance	981-992
Park, Hong-Gun / Choi, Kyoung-Kyu / Chung, Lan	Strain-based strength model for direct punching shear of interior slab–column connections	1062-1073
Lozano-Galant, Jose Antonio / Payá-Zaforteza, Ignacio	Structural analysis of Eduardo Torroja’s Frontón de Recoletos’ roof	843-854
Colotti, V. / Swamy, R. N.	Unified analytical approach for determining shear capacity of RC beams strengthened with FRP	827-842

Autor(en)

Titel

Seite(n)

Ülker-Kaustell, Mahir / Karoumi, Raid

Application of the continuous wavelet transform on the free vibrations of a steel–concrete composite railway bridge

911-919

El-Bahey, Samer / Bruneau, Michel

Buckling restrained braces as structural fuses for the seismic retrofit of reinforced concrete bridge bents

1052-1061

Bastidas-Arteaga, E. / Chateauneuf, A. / Sanchez-Silva, M. / Bressolette, Ph. / Schoefs, F.

A comprehensive probabilistic model of chloride ingress in unsaturated concrete

720-730