Engineering Structures - v. 30, n. 12 (Dezember 2008)

Erschienen:	Dezember 2008

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Kim, Sun-Pil / Kurama, Yahya C.	An alternative pushover analysis procedure to estimate seismic displacement demands	3793-3807
Soparat, Preecha / Nanakorn, Pruettha	Analysis of anchor bolt pullout in concrete by the element-free Galerkin method	3574-3586
Alam, M. S. / Youssef, M. A. / Nehdi, M.	Analytical prediction of the seismic behaviour of superelastic shape memory alloy reinforced concrete elements	3399-3411
Curadelli, R. O. / Riera, J. D. / Ambrosini, D. / Amani, M. G.	Damage detection by means of structural damping identification	3497-3504
Heneka, Patrick / Ruck, Bodo	A damage model for the assessment of storm damage to buildings	3603-3609
Au, Francis T. K. / Du, J. S.	Deformability of concrete beams with unbonded FRP tendons	3764-3770
Moghimi, Hassan / Ronagh, Hamid R.	Development of a numerical model for bridge–vehicle interaction and human response to traffic-induced vibration	3808-3819
Kwon, Soon-Duck / Lee, Jun-Seok / Moon, Joo-Wan / Kim, Moon-Young	Dynamic interaction analysis of urban transit maglev vehicle and guideway suspension bridge subjected to gusty wind	3445-3456
Brencich, A. / Corradi, C. / Gambarotta, L.	Eccentrically loaded brickwork: Theoretical and experimental results	3629-3643
Yao, Y. / Tan, K. H. / Tang, C. Y.	The effect of a shear bond in the Rankine method for the fire resistance of RC columns	3595-3602
Taniguchi, Tomoyo / Der Kiureghian, Armen / Melkumyan, Mikayel	Effect of tuned mass damper on displacement demand of base-isolated structures	3478-3488
Won, Jeong-Hun / Mha, Ho-Seong / Cho, Kwang-Il / Kim, Sang-Hyo	Effects of the restrainer upon bridge motions under seismic excitations	3532-3544
Shim, Chang Su / Chung, Chul-Hun / Kim, Hyun Ho	Experimental evaluation of seismic performance of precast segmental bridge piers with a circular solid section	3782-3792
Scherbatiuk, K. / Rattanawangcharoen, N.	Experimental testing and numerical modeling of soil-filled concertainer walls	3545-3554
Zárate, Boris A. / Caicedo, Juan M.	Finite element model updating: Multiple alternatives	3724-3730
Moss, P. J. / Dhakal, R. P. / Wang, G. / Buchanan, A. H.	The fire behaviour of multi-bay, two-way reinforced concrete slabs	3566-3573
Barbosa, Helio J. C. / Lemonge, Afonso C. C. / Borges, Carlos C. H.	A genetic algorithm encoding for cardinality constraints and automatic variable linking in structural optimization	3708-3723
Battista, Ronaldo C. / Carvalho, Eliane M. L. / de Almeida Souza, Roberto	Hybrid fluid-dynamic control devices to attenuate slender structures oscillations	3513-3522
Tsai, Meng-Hao / Lin, Bing-Hui	Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure	3619-3628
Maiorana, Emanuele / Pellegrino, Carlo / Modena, Claudio	Linear buckling analysis of unstiffened plates subjected to both patch load and bending moment	3731-3738
Michaltsos, George T. / Raftoyiannis, Ioannis G.	A mathematical model for the rocking, overturning and shifting problems in bridges	3587-3594
Rafiee, Ali / Vinches, Marc / Bohatier, Claude	Modelling and analysis of the Nîmes arena and the Arles aqueduct subjected to a seismic loading, using the Non-Smooth Contact Dynamics method	3457-3467
Wang, Guo-Lin / Meng, Shao-Ping	Modified strut-and-tie model for prestressed concrete deep beams	3489-3496
Barros, Joaquim A. O. / Varma, Rajendra K. / Sena-Cruz, José M. / Azevedo, Alvaro F. M.	Near surface mounted CFRP strips for the flexural strengthening of RC columns: Experimental and numerical research	3412-3425
Dall'Asta, A. / Ragni, L.	Nonlinear behavior of dynamic systems with high damping rubber devices	3610-3618
Song, Ha-Won / Nam, Sang-Hyeok / Kim, Sang-Hyo / Lee, June-Hee	Path-dependent failure analysis of RC shell structures using volume control technique	3523-3531
Van Long, Hoang / Dang Hung, Nguyen	Second-order plastic-hinge analysis of 3-D steel frames including strain hardening effects	3505-3512
Tena-Colunga, Arturo / Correa-Arizmendi, Héctor / Luna-Arroyo, José Luis / Gatica-Avilés, Gonzalo	Seismic behavior of code-designed medium rise special moment-resisting frame RC buildings in soft soils of Mexico city	3681-3707
Cheng, Chin-Tung	Shaking table tests of a self-centering designed bridge substructure	3426-3433
Przybylski, Jacek	Stability of an articulated column with two collocated piezoelectric actuators	3739-3750
Xu, L. / Wang, X. H.	Storey-based column effective length factors with accounting for initial geometric imperfections	3434-3444
Júlio, Eduardo Nuno Brito Santos / da Silva Rebelo, Carlos Alberto / Dias-da-Costa, Daniel António Semblano Gouveia	Structural assessment of the tower of the University of Coimbra by modal identification	3468-3477
Woo, Sang-Kyun / Nam, Jin-Won / Kim, Jang-Ho Jay / Han, Sang-Hoon / Byun, Keun Joo	Suggestion of flexural capacity evaluation and prediction of prestressed CFRP strengthened design	3751-3763
Yang, H. / Lam, D. / Gardner, L.	Testing and analysis of concrete-filled elliptical hollow sections	3771-3781
Mata, P. / Barbat, A. H. / Oller, S.	Two-scale approach for the nonlinear dynamic analysis of RC structures with local non-prismatic parts	3667-3680
Strauss, Alfred / Frangopol, Dan M. / Kim, Sunyong	Use of monitoring extreme data for the performance prediction of structures: Bayesian updating	3654-3666
Frangopol, Dan M. / Strauss, Alfred / Kim, Sunyong	Use of monitoring extreme data for the performance prediction of structures: General approach	3644-3653
Wu, Jong-Cheng / Wang, Yen-Po / Lee, Chien-Liang / Liao, Pei-Hsuan / Chen, Yi-Hsuan	Wind-induced interaction of a non-uniform tuned liquid column damper and a structure in pitching motion	3555-3565

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IssueID
17456
Veröffentlicht am:
01.12.2018
Geändert am:
01.12.2018

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Engineering Structures - v. 30, n. 12 (Dezember 2008)

Artikel in dieser Ausgabe

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Engineering Structures - v. 30, n. 12 (Dezember 2008)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

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