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                             49 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Analysis of the construction process of cable-stayed bridges built on temporary supports Lozano-Galant, J.A.
 2012
 40 C p. 95-106
12 p.
 artikel
2 A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings Caliò, Ivo
 2012
 40 C p. 327-338
12 p.
 artikel
3 A preliminary design method for tuned liquid dampers conforming to space restrictions Love, J.S.
 2012
 40 C p. 187-197
11 p.
 artikel
4 A rational method to predict long-term deflections of FRP reinforced concrete members Torres, Ll.
 2012
 40 C p. 230-239
10 p.
 artikel
5 A robust method for integrated design of trusses supporting distributed loads Maheri, Alireza
 2012
 40 C p. 339-349
11 p.
 artikel
6 A three-dimensional continuum approach to the thermoelastodynamics of large-scale structures Carboni, Biagio
 2012
 40 C p. 155-167
13 p.
 artikel
7 Behavior of RC slender columns under unequal eccentricities and skew angle loads at the ends Leite, L.
 2012
 40 C p. 254-266
13 p.
 artikel
8 Bending load capacity of reinforced concrete slabs strengthened with textile reinforced concrete Schladitz, Frank
 2012
 40 C p. 317-326
10 p.
 artikel
9 Calendar 2012
 40 C p. I-II
nvt p.
 artikel
10 Critical load of slender elastomeric seismic isolators: An experimental perspective Cardone, Donatello
 2012
 40 C p. 198-204
7 p.
 artikel
11 Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace Miller, David J.
 2012
 40 C p. 288-298
11 p.
 artikel
12 Development and spectral analysis of an advanced diamond shaped resetable device control law Corman, Sylvain
 2012
 40 C p. 1-8
8 p.
 artikel
13 Ductility of slender reinforced concrete columns under monotonic flexure and constant axial load Barrera, A.C.
 2012
 40 C p. 398-412
15 p.
 artikel
14 Editorial Board 2012
 40 C p. IFC-
1 p.
 artikel
15 Effect of brace end rotation on the global buckling behavior of pin-connected buckling-restrained braces with end collars Zhao, Junxian
 2012
 40 C p. 240-253
14 p.
 artikel
16 Effect of corner radius on stress–strain behavior of FRP confined prisms under axial cyclic compression Abbasnia, R.
 2012
 40 C p. 529-535
7 p.
 artikel
17 Effects of shrinkage on the long-term stresses and deformations of composite concrete slabs Gilbert, R.I.
 2012
 40 C p. 9-19
11 p.
 artikel
18 Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges Piccardo, Giuseppe
 2012
 40 C p. 445-456
12 p.
 artikel
19 Experimental study on the effective width of flat slab structures under dynamic seismic loading Benavent-Climent, Amadeo
 2012
 40 C p. 361-370
10 p.
 artikel
20 Experimental testing and analytical modeling of CFRP-confined large circular RC columns subjected to cyclic axial compression Wang, Zhenyu
 2012
 40 C p. 64-74
11 p.
 artikel
21 Fatigue analysis of liquid-storage tank shell-to-base connections under multi-axial loading Prinz, Gary S.
 2012
 40 C p. 75-82
8 p.
 artikel
22 Finite element modelling of steel-caged RC columns subjected to axial force and bending moment Garzón-Roca, Julio
 2012
 40 C p. 168-186
19 p.
 artikel
23 Finite element model updating of a bowstring-arch railway bridge based on experimental modal parameters Ribeiro, D.
 2012
 40 C p. 413-435
23 p.
 artikel
24 Flexural fatigue strength and failure probability of Self Compacting Fibre Reinforced Concrete beams Goel, S.
 2012
 40 C p. 131-140
10 p.
 artikel
25 Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports Lozano-Galant, J.A.
 2012
 40 C p. 119-130
12 p.
 artikel
26 Fragility curves of typical as-built highway bridges in eastern Canada Tavares, Danusa H.
 2012
 40 C p. 107-118
12 p.
 artikel
27 Identification of local stress parameters influencing the optimum design of box girders Djelosevic, Mirko
 2012
 40 C p. 299-316
18 p.
 artikel
28 Load carrying capacity of RC compressed columns strengthened with steel angles and strips Campione, Giuseppe
 2012
 40 C p. 457-465
9 p.
 artikel
29 Models for behaviour analysis of monolithic wall and precast or monolithic floor slab connections Zenunović, Damir
 2012
 40 C p. 466-478
13 p.
 artikel
30 Nonlinear analysis method for continuous post-tensioned concrete members with unbonded tendons Kim, Kang Su
 2012
 40 C p. 487-500
14 p.
 artikel
31 Nonlinear finite element modeling of cracking at ends of pretensioned bridge girders Okumus, Pinar
 2012
 40 C p. 267-275
9 p.
 artikel
32 Numerical analysis of frictional contact effects in push-out tests Guezouli, Samy
 2012
 40 C p. 39-50
12 p.
 artikel
33 Parametric analysis of optimum isolator properties for bridges susceptible to near-fault ground motions Karalar, Memduh
 2012
 40 C p. 276-287
12 p.
 artikel
34 Performance of a scaled FRP deck-on-steel girder bridge model with partial degree of composite action Davalos, Julio F.
 2012
 40 C p. 51-63
13 p.
 artikel
35 Post-punching behaviour of flat slabs strengthened with a new technique using post-tensioning Faria, Duarte M.V.
 2012
 40 C p. 383-397
15 p.
 artikel
36 Punching shear strength of steel fibre reinforced concrete slabs Maya, L.F.
 2012
 40 C p. 83-94
12 p.
 artikel
37 Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers Moliner, E.
 2012
 40 C p. 519-528
10 p.
 artikel
38 Safety assessment of a short span railway bridge for high-speed traffic using simulation techniques Rocha, J.M.
 2012
 40 C p. 141-154
14 p.
 artikel
39 Seismic performance of the St. George of the Latins church: Lessons learned from studying masonry ruins Lourenço, Paulo B.
 2012
 40 C p. 501-518
18 p.
 artikel
40 Seismic response of stone masonry spires: Analytical modeling DeJong, Matthew J.
 2012
 40 C p. 556-565
10 p.
 artikel
41 Seismic response of stone masonry spires: Computational and experimental modeling DeJong, Matthew J.
 2012
 40 C p. 566-574
9 p.
 artikel
42 Shear strength model for RC beam–column joints under seismic loading Wang, Guo-Lin
 2012
 40 C p. 350-360
11 p.
 artikel
43 Stability and strength of old masonry vaults under compressive longitudinal loads: Engineering analyses of a case study Carini, Angelo
 2012
 40 C p. 218-229
12 p.
 artikel
44 Static and dynamic analysis of a reinforced concrete flat slab frame building for progressive collapse Kokot, Seweryn
 2012
 40 C p. 205-217
13 p.
 artikel
45 Structural behaviour of log timber walls under lateral in-plane loads Branco, Jorge M.
 2012
 40 C p. 371-382
12 p.
 artikel
46 Structural health monitoring of continuous prestressed concrete bridges using ambient thermal responses Kulprapha, Nonthachart
 2012
 40 C p. 20-38
19 p.
 artikel
47 The influence of lateral load patterns on the seismic design of zipper braced frames Tirca, Lucia
 2012
 40 C p. 536-555
20 p.
 artikel
48 The Maria Pia Bridge: A major work of structural art Thrall, A.P.
 2012
 40 C p. 479-486
8 p.
 artikel
49 Unified buckling length coefficient for sway and non-sway structures Gil-Martín, Luisa María
 2012
 40 C p. 436-444
9 p.
 artikel
                             49 gevonden resultaten
 
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