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                             40 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A design method for the prediction of load distribution in hollow-core floors Bernardi, P.
2016
123 C p. 473-481
9 p.
artikel
2 A method for preliminary seismic design and assessment of low-rise structures protected with buckling-restrained braces Guerrero, Hector
2016
123 C p. 141-154
14 p.
artikel
3 ANCOVA-based grouping of bridge classes for seismic fragility assessment Mangalathu, Sujith
2016
123 C p. 379-394
16 p.
artikel
4 A new finite element model of buried steel pipelines crossing strike-slip faults considering equivalent boundary springs Zhang, Lisong
2016
123 C p. 30-44
15 p.
artikel
5 An investigation on stressing and breakage response of a prestressing strand using an efficient finite element model Abdullah, A.B.M.
2016
123 C p. 213-224
12 p.
artikel
6 A novel analytical method for the analysis of a bi-concave cable-truss footbridge Sadaoui, Arezki
2016
123 C p. 97-107
11 p.
artikel
7 Application of Timoshenko beam theory to the estimation of structural response Kaya, Yavuz
2016
123 C p. 71-76
6 p.
artikel
8 A simplified approach for the ultimate limit state analysis of three-dimensional reinforced concrete elements Meléndez, Carlos
2016
123 C p. 330-340
11 p.
artikel
9 Base geometry influence on impact load failure of a traffic signal pole Kim, Min Ook
2016
123 C p. 482-489
8 p.
artikel
10 Behavior of hollow FRP–concrete–steel columns under static cyclic axial compressive loading Abdelkarim, Omar I.
2016
123 C p. 77-88
12 p.
artikel
11 Calibration of the numerical model of a stone masonry railway bridge based on experimentally identified modal parameters Costa, C.
2016
123 C p. 354-371
18 p.
artikel
12 Computational framework for mimicking prototype failure testing of transmission line towers Ramalingam, Raghavan
2016
123 C p. 181-191
11 p.
artikel
13 Designing infilled reinforced concrete frames with the ‘strong frame-weak infill’ principle Huang, Qunxian
2016
123 C p. 341-353
13 p.
artikel
14 Determination of loads in quasi-symmetric structure with symmetry components Harth, P.
2016
123 C p. 395-407
13 p.
artikel
15 Direct displacement based seismic design for timber flexible diaphragms in masonry shear wall buildings Whitney, Reeves
2016
123 C p. 263-274
12 p.
artikel
16 Dynamic response of double skin façades under blast loads Ding, Chao
2016
123 C p. 155-165
11 p.
artikel
17 Editorial Board 2016
123 C p. IFC-
1 p.
artikel
18 Energy-based pulldown analysis for assessing the progressive collapse potential of steel frame buildings Liu, Min (Max)
2016
123 C p. 372-378
7 p.
artikel
19 Evaluation of the infill influence on the elastic period of existing RC frames Perrone, Daniele
2016
123 C p. 419-433
15 p.
artikel
20 Experimental study of sustainable high strength steel flush end plate beam-to-column composite joints with deconstructable bolted shear connectors Ataei, Abdolreza
2016
123 C p. 124-140
17 p.
artikel
21 Experimental study on fatigue behavior of Steel Reinforced Concrete (SRC) beams Tong, Lewei
2016
123 C p. 247-262
16 p.
artikel
22 Finite element modelling of hysteresis, degradation and failure of dowel type timber joints Lacourt, Pablo A.
2016
123 C p. 89-96
8 p.
artikel
23 Fracture propagation control in CO2 pipelines: Validation of a coupled fluid–structure model Aursand, E.
2016
123 C p. 192-212
21 p.
artikel
24 Full-field measurement with a digital image correlation analysis of a shake table test on a timber-framed structure filled with stones and earth Sieffert, Y.
2016
123 C p. 451-472
22 p.
artikel
25 Health condition monitoring of insulated joints based on axle box acceleration measurements Molodova, Maria
2016
123 C p. 225-235
11 p.
artikel
26 Influence of floor deflections on the performance of steel storage pallet racks Bernuzzi, Claudio
2016
123 C p. 434-450
17 p.
artikel
27 Influence of RC jacketing on the seismic vulnerability of RC bridges Olmos Navarrete, Bertha Alejandra
2016
123 C p. 236-246
11 p.
artikel
28 Integrated analysis of kinematic form active structures for architectural applications: Experimental verification Van Craenenbroeck, Maarten
2016
123 C p. 59-70
12 p.
artikel
29 Internal slab-column connections under monotonic and cyclic imposed rotations Drakatos, Ioannis-Sokratis
2016
123 C p. 501-516
16 p.
artikel
30 Membrane behavior in RC slabs subjected to simulated reinforcement corrosion Botte, Wouter
2016
123 C p. 45-58
14 p.
artikel
31 Nonlinear inelastic responses of transmission tower-line system under downburst wind Yang, S.C.
2016
123 C p. 490-500
11 p.
artikel
32 Novel design approach for the analysis of laterally unrestrained reinforced concrete slabs considering membrane action Herraiz, B.
2016
123 C p. 313-329
17 p.
artikel
33 Numerical simulation on the effectiveness of using viscoelastic materials to mitigate seismic induced vibrations of above-ground pipelines Bi, Kaiming
2016
123 C p. 1-14
14 p.
artikel
34 Parametric study and analytical characterization of the bolt–column (BC) joint for single-layer reticulated structures Ma, Huihuan
2016
123 C p. 108-123
16 p.
artikel
35 Performance of hollow-core FRP–concrete–steel bridge columns subjected to vehicle collision Abdelkarim, Omar I.
2016
123 C p. 517-531
15 p.
artikel
36 Robust design of a TMD for the vibration serviceability of a footbridge Lievens, Klaus
2016
123 C p. 408-418
11 p.
artikel
37 The behaviour of the power transmission tower subjected to horizontal support’s movements Shu, Qianjin
2016
123 C p. 166-180
15 p.
artikel
38 Tilting plane tests on a small-scale masonry cross vault: Experimental results and numerical simulations through a heterogeneous approach Milani, G.
2016
123 C p. 300-312
13 p.
artikel
39 Time-domain uncoupled analyses for seismic assessment of land-based wind turbines Santangelo, Fabio
2016
123 C p. 275-299
25 p.
artikel
40 Weigh-in-motion implementation in an old metallic railway bridge Marques, Fernando
2016
123 C p. 15-29
15 p.
artikel
                             40 gevonden resultaten
 
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