| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A cast modular bracing system for steel special concentrically braced frames
|
Ward, K.M.
|
|
2012
|
45 |
C |
p. 104-116
13 p.
|
artikel
|
| 2 |
A comparison of pre- and post-seismic design considerations in moderate seismic zones through the fragility assessment of multispan bridge classes
|
Ramanathan, Karthik
|
|
2012
|
45 |
C |
p. 559-573
15 p.
|
artikel
|
| 3 |
A computer algorithm for determining the tensile strength of float glass
|
Overend, M.
|
|
2012
|
45 |
C |
p. 68-77
10 p.
|
artikel
|
| 4 |
A feasibility study on railway ballast damage detection utilizing measured vibration of in situ concrete sleeper
|
Lam, H.F.
|
|
2012
|
45 |
C |
p. 284-298
15 p.
|
artikel
|
| 5 |
Ambient and free vibration tests of the Millau Viaduct: Evaluation of alternative processing strategies
|
Magalhães, Filipe
|
|
2012
|
45 |
C |
p. 372-384
13 p.
|
artikel
|
| 6 |
A model of pedestrian-induced bridge vibration based on full-scale measurement
|
Zuo, Delong
|
|
2012
|
45 |
C |
p. 117-126
10 p.
|
artikel
|
| 7 |
An experimental study into flexural behaviour of sigma purlins attached with roof sheets
|
Yang, Jian
|
|
2012
|
45 |
C |
p. 481-495
15 p.
|
artikel
|
| 8 |
A state-of-the-art review on shear-friction
|
Santos, Pedro M.D.
|
|
2012
|
45 |
C |
p. 435-448
14 p.
|
artikel
|
| 9 |
Bayesian model updating and prognosis of fatigue crack growth
|
Zárate, Boris A.
|
|
2012
|
45 |
C |
p. 53-61
9 p.
|
artikel
|
| 10 |
Case studies on the seismic behavior of reinforced concrete chevron braced framed buildings
|
Godínez-Domínguez, Eber Alberto
|
|
2012
|
45 |
C |
p. 78-103
26 p.
|
artikel
|
| 11 |
Comparing vector-valued intensity measures for fragility analysis of steel frames in the case of narrow-band ground motions
|
Bojórquez, Edén
|
|
2012
|
45 |
C |
p. 472-480
9 p.
|
artikel
|
| 12 |
Drystone retaining walls: Ductile engineering structures with tensile strength
|
McCombie, Paul F.
|
|
2012
|
45 |
C |
p. 238-243
6 p.
|
artikel
|
| 13 |
Dynamic analysis of wind turbines including soil-structure interaction
|
Harte, M.
|
|
2012
|
45 |
C |
p. 509-518
10 p.
|
artikel
|
| 14 |
Editorial Board
|
|
|
2012
|
45 |
C |
p. IFC-
1 p.
|
artikel
|
| 15 |
Effect of self-tapping screws on moisture induced stresses in glulam
|
Angst, Vanessa
|
|
2012
|
45 |
C |
p. 299-306
8 p.
|
artikel
|
| 16 |
Elastoplastic boundary element method for shear deformable shells
|
Dirgantara, T.
|
|
2012
|
45 |
C |
p. 62-67
6 p.
|
artikel
|
| 17 |
Eurocode 9 to estimate the fatigue life of friction stir welded aluminium panels
|
Mahdavi Shahri, Meysam
|
|
2012
|
45 |
C |
p. 307-313
7 p.
|
artikel
|
| 18 |
Evaluation of effective length formulas and applications in system instability analysis
|
Hellesland, Jostein
|
|
2012
|
45 |
C |
p. 405-420
16 p.
|
artikel
|
| 19 |
Exact deflation in the complex modal analysis of low-rank non-classically damped structures
|
Mentrasti, Lando
|
|
2012
|
45 |
C |
p. 496-508
13 p.
|
artikel
|
| 20 |
Experimental analysis of a masonry façade subject to tunnelling-induced settlement
|
Giardina, Giorgia
|
|
2012
|
45 |
C |
p. 421-434
14 p.
|
artikel
|
| 21 |
Experimental tests on seismically damaged composite steel concrete walls retrofitted with CFRP composites
|
Dan, D.
|
|
2012
|
45 |
C |
p. 338-348
11 p.
|
artikel
|
| 22 |
Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: Determination of prestressing level for crack arrest
|
Ghafoori, E.
|
|
2012
|
45 |
C |
p. 270-283
14 p.
|
artikel
|
| 23 |
Fatigue resistance and cracking mechanism of concrete pavements reinforced with recycled steel fibres recovered from post-consumer tyres
|
Graeff, Angela Gaio
|
|
2012
|
45 |
C |
p. 385-395
11 p.
|
artikel
|
| 24 |
Fragility functions for pre-Northridge welded steel moment-resisting beam-to-column connections
|
Ramirez, Carlos M.
|
|
2012
|
45 |
C |
p. 574-584
11 p.
|
artikel
|
| 25 |
Genetic algorithm optimization of composite and steel endplate semi-rigid joints
|
Ramires, Fernando Busato
|
|
2012
|
45 |
C |
p. 177-191
15 p.
|
artikel
|
| 26 |
Hysteretic mechanical–informational modeling of bolted steel frame connections
|
Kim, JunHee
|
|
2012
|
45 |
C |
p. 1-11
11 p.
|
artikel
|
| 27 |
Indicative comparisons between bonded and dowelled hardwood studs for limecrete–spruce connections under load–unload–reload double-shear testing
|
Sebastian, Wendel
|
|
2012
|
45 |
C |
p. 151-165
15 p.
|
artikel
|
| 28 |
In-plane seismic performance of unreinforced masonry walls strengthened with unbonded prestressed wire rope units
|
Yang, Keun-Hyeok
|
|
2012
|
45 |
C |
p. 449-459
11 p.
|
artikel
|
| 29 |
Metamodel-based regional vulnerability estimate of irregular steel moment-frame structures subjected to earthquake events
|
Seo, Junwon
|
|
2012
|
45 |
C |
p. 585-597
13 p.
|
artikel
|
| 30 |
Non-destructive characterization of stone columns by dynamic test: Application to the lower colonnade of the Dome of the Siena Cathedral
|
Bartoli, Gianni
|
|
2012
|
45 |
C |
p. 519-535
17 p.
|
artikel
|
| 31 |
Numerical and experimental dynamic analysis and control of a cable stayed bridge under parametric excitation
|
El Ouni, M.H.
|
|
2012
|
45 |
C |
p. 244-256
13 p.
|
artikel
|
| 32 |
Numerical assessment of experiments on the ultimate strength of stiffened panels
|
Xu, Ming Cai
|
|
2012
|
45 |
C |
p. 460-471
12 p.
|
artikel
|
| 33 |
On strain softening in finite element analysis of RC planar frames subjected to fire
|
Markovič, M.
|
|
2012
|
45 |
C |
p. 349-361
13 p.
|
artikel
|
| 34 |
Optimal design of actively controlled adjacent structures for balancing the mutually conflicting objectives in design preference aspects
|
Park, Kwan-Soon
|
|
2012
|
45 |
C |
p. 213-222
10 p.
|
artikel
|
| 35 |
Pedestrian-induced lateral vibrations of footbridges: A literature review
|
Ingólfsson, E.T.
|
|
2012
|
45 |
C |
p. 21-52
32 p.
|
artikel
|
| 36 |
Punching shear resistance of post-tensioned steel fiber reinforced concrete flat plates
|
Nguyen-Minh, Long
|
|
2012
|
45 |
C |
p. 324-337
14 p.
|
artikel
|
| 37 |
Re-assessment of resistance of cast iron pipes subjected to vertical loads and internal pressure
|
Rajani, Balvant
|
|
2012
|
45 |
C |
p. 192-212
21 p.
|
artikel
|
| 38 |
Response of a historical short-span railway bridge to passing trains: 3-D deflections and dominant frequencies derived from Robotic Total Station (RTS) measurements
|
Stiros, Stathis C.
|
|
2012
|
45 |
C |
p. 362-371
10 p.
|
artikel
|
| 39 |
Second-order elastoplastic analysis of semirigid steel frames under cyclic loading
|
Vimonsatit, V.
|
|
2012
|
45 |
C |
p. 127-136
10 p.
|
artikel
|
| 40 |
Seismic behavior of reinforced concrete bridges with skew-angled seat-type abutments
|
Kaviani, Peyman
|
|
2012
|
45 |
C |
p. 137-150
14 p.
|
artikel
|
| 41 |
Single-Degree-of-Freedom response of finite targets subjected to blast loading – The influence of clearing
|
Rigby, S.E.
|
|
2012
|
45 |
C |
p. 396-404
9 p.
|
artikel
|
| 42 |
Statistical analysis of stress spectra for fatigue life assessment of steel bridges with structural health monitoring data
|
Ye, X.W.
|
|
2012
|
45 |
C |
p. 166-176
11 p.
|
artikel
|
| 43 |
Structural response of concrete-filled elliptical steel hollow sections under eccentric compression
|
Sheehan, T.
|
|
2012
|
45 |
C |
p. 314-323
10 p.
|
artikel
|
| 44 |
Suspended bridges subjected to earthquake and moving loads
|
Konstantakopoulos, T.G.
|
|
2012
|
45 |
C |
p. 223-237
15 p.
|
artikel
|
| 45 |
TRC and hybrid solutions for repairing and/or strengthening reinforced concrete beams
|
Si Larbi, A.
|
|
2012
|
45 |
C |
p. 12-20
9 p.
|
artikel
|
| 46 |
Vulnerability assessment of gravity-load designed RC buildings: Evaluation of seismic capacity through non-linear dynamic analyses
|
Masi, Angelo
|
|
2012
|
45 |
C |
p. 257-269
13 p.
|
artikel
|
| 47 |
Wind tunnel tests on hyperbolic paraboloid roofs with elliptical plane shapes
|
Rizzo, Fabio
|
|
2012
|
45 |
C |
p. 536-558
23 p.
|
artikel
|
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