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Items where Greenwich Author is "Kampas, Georgios"

Items where Greenwich Author is "Kampas, Georgios"

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Number of items: 16.


Kampas, G., Knappett, J.A., Brown, M.J., Anastasopoulos, I., Nikitas, N. and Fuentes, R. (2019) Implications of volume loss on the seismic response of tunnels in coarse-grained soils. Tunnelling and Underground Space Technology, 95:103127. ISSN 0886-7798 (doi:

Kalapodis, Nikolaos, Kampas, Georgios and Ktenidou, Olga-Joan (2019) Revisiting the fundamental structural dynamic systems: the effect of low gravity. Archive of Applied Mechanics, 89 (9). pp. 1861-1884. ISSN 0939-1533 (Print), 1432-0681 (Online) (doi:

Malaga-Chuquitaype, C., Psaltakis, M. E., Kampas, G. and Wu, J. (2019) Dimensionless fragility analysis of seismic acceleration demands through low-order building models. Bulletin of Earthquake Engineering, 17 (7). pp. 3815-3845. ISSN 1570-761X (Print), 1573-1456 (Online) (doi:

Kampas, Georgios, Knappett, Jonathan, Brown, Michael, Anastasopoulos, Ioannis, Nikitas, Nikolaos and Fuentes, Raul (2018) The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils. Soil Dynamics and Earthquake Engineering, 117. pp. 122-137. ISSN 0267-7261 (doi:

Alonso-Rodriguez, Andres, Nikitas, Nikolaos, Knappett, Jonathan, Kampas, Georgios, Anastasopoulos, Ioannis and Fuentes, Raul (2018) System identification of tunnel response to ground motion considering a simplified model. Frontiers in Built Environment, 4:39. pp. 1-11. ISSN 2297-3362 (Online) (doi:

Kampas, Georgios and Makris, Nicos (2016) Modal identification of seismically isolated bridges with piers having different heights. International Journal of Sustainable Materials and Structural Systems, 2 (1/2). pp. 113-133. ISSN 2043-8621 (doi:

Makris, Nicos and Kampas, Georgios (2016) Seismic protection of structures with supplemental rotational inertia. Journal of Engineering Mechanics, 142 (11):04016089. ISSN 0733-9399 (Print), 1943-7889 (Online) (doi:

Makris, Nicos and Kampas, Georgios (2016) Size versus slenderness: Two competing parameters in the seismic stability of free-standing rocking columns. Bulletin of the Seismological Society of America, 106 (1). pp. 104-122. ISSN 0037-1106 (doi:

Makris, Nicos and Kampas, Georgios (2013) The engineering merit of the “Effective Period” of bilinear isolation systems. Earthquakes and Structures, 4 (4). pp. 397-428. ISSN 2092-7614 (doi:

Makris, Nicos and Kampas, Georgios (2012) Estimating the “Effective Period” of Bilinear Systems with Linearization Methods, Wavelet and Time-Domain Analysis: From Inelastic Displacements to Modal Identification. Soil Dynamics and Earthquake Engineering, 45. pp. 80-88. ISSN 0267-7261 (doi:

Kampas, Georgios and Makris, Nicos (2012) Time and frequency domain identification of seismically isolated structures: advantages and limitations. Earthquakes and Structures, 3:3-4. pp. 249-270. ISSN 2092-7614 (doi:

Kampas, Georgios and Makris, Nicos (2011) Modal identification of freeway overcrossings with soil-structure interaction: A case study. Structural Control and Health Monitoring, 20 (3). pp. 304-319. ISSN 1545-2255 (Print), 1545-2263 (Online) (doi:

Kampas, Georgios and Makris, Nicos (2011) Transverse versus longitudinal eigenperiods of multispan seismically isolated bridges. Journal of Structural Engineering, 138 (2). pp. 193-204. ISSN 0733-9445 (Print), 1096-9845 (Online) (doi:

Makris, Nicos, Kampas, Georgios and Angelopoulou, Dimitra (2009) The eigenvalues of isolated bridges with transverse restrains at the end abutments. Earthquake Engineering and Structural Dynamics, 39 (8). pp. 869-886. ISSN 0098-8847 (Print), 1096-9845 (Online) (doi:

Makris, Nicos and Kampas, Georgios (2009) Analyticity and causality of the three-parameter rheological models. Rheologica Acta, 48. pp. 815-825. ISSN 0035-4511 (Print), 1435-1528 (Online) (doi:

Conference or Conference Paper

Kampas, Georgios, Knappett, Jonathan A., Brown, Michael J., Anastasopoulos, Ioannis, Nikitas, Nikolaos, Alonso-Rodriguez, Andres and Fuentes, Raul (2018) Suitability of equivalent linear soil models for analysing the seismic response of a concrete tunnel. In: 16th European Conference in Earthquake Engineering, 18 - 21 June 2018, Thessaloniki, Greece.

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