Engineering Structures - v. 29, n. 11 (November 2007)

Erschienen:	November 2007

Autor(en)	Titel	Seite(n)
Milani, Gabriele / Lourenço, Paulo / Tralli, Antonio	3D homogenized limit analysis of masonry buildings under horizontal loads	3134-3148
Jiang, T. / Teng, J. G.	Analysis-oriented stress–strain models for FRP–confined concrete	2968-2986
Magliulo, Gennaro / Maddaloni, Giuseppe / Cosenza, Edoardo	Comparison between non-linear dynamic analysis performed according to EC8 and elastic and non-linear static analyses	2893-2900
Park, Ji-Hun / Moon, Byoung-Wook / Min, Kyung-Won / Lee, Sung-Kyung / Kim, Chee Kyeong	Cyclic loading test of friction-type reinforcing members upgrading wind-resistant performance of transmission towers	3185-3196
Bakhary, Norhisham / Hao, Hong / Deeks, Andrew J.	Damage detection using artificial neural network with consideration of uncertainties	2806-2815
Meng, X. / Dodson, A. H. / Roberts, G. W.	Detecting bridge dynamics with GPS and triaxial accelerometers	3178-3184
Zhang, Ning / Tan, Kang-Hai	Direct strut-and-tie model for single span and continuous deep beams	2987-3001
Agarwal, V. K. / Niedzwecki, J. M. / van de Lindt, J. W.	Earthquake induced pounding in friction varying base isolated buildings	2825-2832
Zanuy, Carlos / De La Fuente, Pablo / Albajar, Luis	Effect of fatigue degradation of the compression zone of concrete in reinforced concrete sections	2908-2920
Kwak, Hyo-Gyoung / Kim, Jin-Kook	effect of slender RC columns under seismic load	3121-3133
Kwan, A. K. H. / Ng, P. L.	Effects of traffic vibration on curing concrete stitch: Part I — test method and control program	2871-2880
Ng, P. L. / Kwan, A. K. H.	Effects of traffic vibration on curing concrete stitch: Part II—cracking, debonding and strength reduction	2881-2892
Brownjohn, J. M. W. / Pavic, A.	Experimental methods for estimating modal mass in footbridges using human-induced dynamic excitation	2833-2843
Chaudhary, M. Tariq Amin	FEM modelling of a large piled raft for settlement control in weak rock	2901-2907
Lee, Yong-Hak / Sung, Won-Jin / Lee, Tae-Hyung / Seong, Kee-Won	Finite element formulation of a composite double T-beam subjected to torsion	2935-2945
Tjhin, Tjen N. / Kuchma, Daniel A.	Integrated analysis and design tool for the strut-and-tie method	3042-3052
Cavicchi, Andrea / Gambarotta, Luigi	Lower bound limit analysis of masonry bridges including arch–fill interaction	3002-3014
Shannag, M. Jamal / Abu-Farsakh, Ghazi / Abu-Dyya, Nabeela	Modeling the cyclic response of fiber reinforced concrete joints	2960-2967
Imam, Boulent M. / Righiniotis, Timothy D. / Chryssanthopoulos, Marios K.	Numerical modelling of riveted railway bridge connections for fatigue evaluation	3071-3081
Cluni, Federico / Gusella, Vittorio / Ubertini, Filippo	A parametric investigation of wind-induced cable fatigue	3094-3105
Royer-Carfagni, Gianni / Silvestri, Mirko	A proposal for an arch footbridge in Venice made of structural glass masonry	3015-3025
Genshu, Tong / Yongfeng, Zhao	Seismic force modification factors for modified-Clough hysteretic model	3053-3070
Kim, Young-Suk / Yun, Chung-Bang	Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior	3082-3093
Lee, Han-Seon / Ko, Dong-Woo	Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories	3149-3167
Abbas, Hassan H. / Sause, Richard / Driver, Robert G.	Simplified analysis of flange transverse bending of corrugated web I-girders under in-plane moment and shear	2816-2824
Delhomme, F. / Mommessin, M. / Mougin, J. P. / Perrotin, P.	Simulation of a block impacting a reinforced concrete slab with a finite element model and a mass-spring system	2844-2852
Cimellaro, Gian Paolo	Simultaneous stiffness–damping optimization of structures with respect to acceleration, displacement and base shear	2853-2870
Ranzi, Gianluca / Zona, Alessandro	A steel–concrete composite beam model with partial interaction including the shear deformability of the steel component	3026-3041
Seo, Choon-Gyo / Yun, Chung-Bang / Kim, Jae-Min	Three-dimensional frequency-dependent infinite elements for soil–structure interaction	3106-3120
Au, F. T. K. / Bai, Z. Z.	Two-dimensional nonlinear finite element analysis of monotonically and non-reversed cyclically loaded RC beams	2921-2934
Jiang, C. / Han, X. / Guan, F. J. / Li, Y. H.	An uncertain structural optimization method based on nonlinear interval number programming and interval analysis method	3168-3177
Tjhin, Tjen N. / Aschheim, Mark A. / Wallace, John W.	Yield displacement-based seismic design of RC wall buildings	2946-2959

Autor(en)

Titel

Seite(n)

Milani, Gabriele / Lourenço, Paulo / Tralli, Antonio

3D homogenized limit analysis of masonry buildings under horizontal loads

3134-3148

Jiang, T. / Teng, J. G.

Analysis-oriented stress–strain models for FRP–confined concrete

2968-2986

Magliulo, Gennaro / Maddaloni, Giuseppe / Cosenza, Edoardo

Comparison between non-linear dynamic analysis performed according to EC8 and elastic and non-linear static analyses

2893-2900