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                             39 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A Monte Carlo based method for the dynamic “fragility analysis” of tall buildings under turbulent wind loading Smith, Marra A.
2011
33 2 p. 410-420
11 p.
artikel
2 Analysis of the strain transfer in a new FBG sensor for Structural Health Monitoring Torres, Benjamin
2011
33 2 p. 539-548
10 p.
artikel
3 Analytical investigation of elastic period of infilled RC MRF buildings Ricci, Paolo
2011
33 2 p. 308-319
12 p.
artikel
4 An experimental study on steel-caged RC columns subjected to axial force and bending moment Garzón-Roca, Julio
2011
33 2 p. 580-590
11 p.
artikel
5 Assessment of various kinematic models for instability analysis of sandwich beams Hu, Heng
2011
33 2 p. 572-579
8 p.
artikel
6 Bar fracture modeling in progressive collapse analysis of reinforced concrete structures Sasani, Mehrdad
2011
33 2 p. 401-409
9 p.
artikel
7 Bearing failure in stainless steel bolted connections Salih, E.L.
2011
33 2 p. 549-562
14 p.
artikel
8 Behaviour of composite beam–column flush end-plate connections subjected to low-probability, high-consequence loading Mirza, O.
2011
33 2 p. 647-662
16 p.
artikel
9 Calendar 2011
33 2 p. I-II
nvt p.
artikel
10 Cyclic out-of-plane behaviour of tall reinforced masonry walls under P – Δ effects da Porto, Francesca
2011
33 2 p. 287-297
11 p.
artikel
11 Database-assisted design methodology to predict wind-induced structural behavior of a light-framed wood building Mensah, Akwasi F.
2011
33 2 p. 674-684
11 p.
artikel
12 Derivation of the exact stiffness matrix for a two-layer Timoshenko beam element with partial interaction Nguyen, Quang-Huy
2011
33 2 p. 298-307
10 p.
artikel
13 Design equation for predicting fire resistance of reinforced concrete beams Kodur, V.K.R.
2011
33 2 p. 602-614
13 p.
artikel
14 Determination of the critical loading conditions for bridges under crossing trains Zambrano, Alessandra
2011
33 2 p. 320-329
10 p.
artikel
15 Development of hurricane resistant traffic signal structures Johnson Jr., Eric V.
2011
33 2 p. 357-367
11 p.
artikel
16 Editorial Board 2011
33 2 p. IFC-
1 p.
artikel
17 Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock–aftershock seismic sequences Ruiz-García, Jorge
2011
33 2 p. 621-634
14 p.
artikel
18 Experimental behaviour of composite slabs during the heating and cooling fire stages Guo, S.
2011
33 2 p. 563-571
9 p.
artikel
19 Experimental evaluation of the dynamic properties of a wharf structure Boroschek, Rubén Luis
2011
33 2 p. 344-356
13 p.
artikel
20 Experimental investigation on shear behaviour of riveted connections in steel structures D’Aniello, M.
2011
33 2 p. 516-531
16 p.
artikel
21 Multiple cardinality constraints and automatic member grouping in the optimal design of steel framed structures Lemonge, Afonso C.C.
2011
33 2 p. 433-444
12 p.
artikel
22 Neoprene–concrete friction relationships for seismic assessment of existing precast buildings Magliulo, Gennaro
2011
33 2 p. 532-538
7 p.
artikel
23 Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars Melo, José
2011
33 2 p. 273-286
14 p.
artikel
24 On the treatment of finite element structures in stochastic linear dynamics using a mode-based meta-model Pichler, L.
2011
33 2 p. 391-400
10 p.
artikel
25 Parametric and pushover analyses on integral abutment bridge Zordan, Tobia
2011
33 2 p. 502-515
14 p.
artikel
26 Probabilistic loss assessment of light-frame wood construction subjected to combined seismic and snow loads Yin, Yue-Jun
2011
33 2 p. 380-390
11 p.
artikel
27 Probabilistic representation of duration of load effects in timber structures Kohler, Jochen
2011
33 2 p. 462-467
6 p.
artikel
28 Proper Orthogonal Decomposition and Radial Basis Functions in material characterization based on instrumented indentation Buljak, Vladimir
2011
33 2 p. 492-501
10 p.
artikel
29 Proportioning of reinforced concrete column sections Aschheim, Mark
2011
33 2 p. 685-688
4 p.
artikel
30 Sensitivity analysis of steel buildings subjected to column loss Kim, Jinkoo
2011
33 2 p. 421-432
12 p.
artikel
31 Shear strain in B -regions of beams in service Debernardi, P.G.
2011
33 2 p. 368-379
12 p.
artikel
32 Strengthening multiple span simply-supported girder bridges using post-tensioned negative moment connection technique Wang, Wen-Wei
2011
33 2 p. 663-673
11 p.
artikel
33 Strengthening of a steel railway bridge and its impact on the dynamic response to passing trains Wallin, Joakim
2011
33 2 p. 635-646
12 p.
artikel
34 Structural dynamic optimal design based on dynamic reliability Ma, Juan
2011
33 2 p. 468-476
9 p.
artikel
35 Study of super long span cable-stayed bridges with CFRP components Xiong, Wen
2011
33 2 p. 330-343
14 p.
artikel
36 Unusual structural effects in a variable-depth box girder bridge: The Pujayo viaduct Ramos, Óscar Ramón
2011
33 2 p. 615-620
6 p.
artikel
37 Vehicle axle load identification on bridge deck with irregular road surface profile Wu, S.Q.
2011
33 2 p. 591-601
11 p.
artikel
38 Wind action evaluation on tension roofs of hyperbolic paraboloid shape Rizzo, Fabio
2011
33 2 p. 445-461
17 p.
artikel
39 Wind and structural modelling for an accurate fatigue life assessment of tubular structures Jia, Junbo
2011
33 2 p. 477-491
15 p.
artikel
                             39 gevonden resultaten
 
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