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 |