Items where Author is "Kampas, Georgios"

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Additive manufacturing ancient monuments Bilinear Behavior Bridge bridges Causality closed-form solutions damping Dynamic Response Earthquake Engineering Earthquake Protection EERA Eigenvalues embankments Equivalent linear analysis Equivalent Linearization Extraterrestrial structures Finite Element Analysis Hardening Soil Model Health Monitoring Hilbert transform horseshoe section Horseshoe shape tunnel Inerters inertoelasticity Inflatable structures Jeffreys fluid lining forces low gravity lunar ground motions Modal Identification Modal period nonlinear behaviour Numerical modelling post-earthquake settlements Prediction Error Method Regolith Relaxation modulus Retardation fluidity rocking rocking blocks seismic analysis seismic design Seismic Isolation seismic protection seismic stability Self similarity self-similarity shallow moonquakes simplified models smart structures Statistical linearization Strong ground motions structural monitoring structural dynamics Structural Health Monitoring Structural Health Monitoring Seismic Isolation structural identification system identification Time-Frequency Analysis Time–frequency analysis tunnel design tunnel seismic response Viscoelasticity wavelet analysis Yielding structures

Number of items: 101.

Additive manufacturing

Kalapodis, Nikolaos, Kampas, Georgios and Ktenidou, Olga-Joan (2020) A review towards the design of extraterrestrial structures: From regolith to human outposts. Acta Astronautica, 175. pp. 540-569. ISSN 0094-5765 (doi:https://doi.org/10.1016/j.actaastro.2020.05.038)

Kalapodis, Nicos, Kampas, Georgios and Ktenidou, Olga-Joan (2020) A review towards the design of extraterrestrial structures: from regolith to human outposts. Acta Astronautica, 175. pp. 540-569. ISSN 0094-5765 (Print), 1879-2030 (Online) (doi:https://doi.org/10.1016/j.actaastro.2020.05.038)

ancient monuments

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:https://doi.org/10.1785/0120150138)

Bilinear Behavior

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:https://doi.org/10.1504/IJSMSS.2015.078332)

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:https://doi.org/10.12989/eas.2013.4.4.397)

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:https://doi.org/10.12989/eas.2012.3_3.249)

Bridge

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:https://doi.org/10.1002/eqe.971)

bridges

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:https://doi.org/10.1061/(ASCE)EM.1943-7889.0001152)

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:https://doi.org/10.1002/stc.494)

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:https://doi.org/10.1061/(ASCE)ST.1943-541X.0000436)

Causality

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:https://doi.org/10.1007/s00397-009-0374-8)

closed-form solutions

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:https://doi.org/10.3389/fbuil.2018.00039)

damping

Dynamic Response

Earthquake Engineering

Earthquake Protection

EERA

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.

Eigenvalues

embankments

Equivalent linear analysis

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:https://doi.org/10.1016/j.soildyn.2012.11.007)

Equivalent Linearization

Extraterrestrial structures

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:https://doi.org/10.1007/s00419-019-01548-7)

Finite Element Analysis

Hardening Soil Model

Health Monitoring

Hilbert transform

horseshoe section

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:https://doi.org/10.1016/j.soildyn.2018.11.018)

Horseshoe shape tunnel

Inerters

inertoelasticity

Inflatable structures

Jeffreys fluid

lining forces

low gravity

lunar ground motions

Ktenidou, Olga-Joan, Zalachoris, Georgios and Kampas, Georgios (2019) Shallow moonquakes database. [Dataset] (Unpublished)

Modal Identification

Modal period

nonlinear behaviour

Numerical modelling

post-earthquake settlements

Prediction Error Method

Regolith

Relaxation modulus

Retardation fluidity

rocking

rocking blocks

seismic analysis

seismic design

Ktenidou, Olga-Joan, Zalachoris, Georgios and Kampas, Georgios (2019) Shallow moonquakes database. [Dataset] (Unpublished)

Seismic Isolation

seismic protection

seismic stability

Self similarity

self-similarity

shallow moonquakes

Ktenidou, Olga-Joan, Zalachoris, Georgios and Kampas, Georgios (2019) Shallow moonquakes database. [Dataset] (Unpublished)

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