Items where Author is "Makris, Nicos"
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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)
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
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)
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, 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)
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)
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)
damping
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)
Dynamic Response
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)
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)
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)
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)
Earthquake Engineering
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)
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)
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)
Earthquake Protection
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)
Eigenvalues
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)
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)
embankments
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)
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
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)
Health Monitoring
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)
Hilbert transform
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)
Inerters
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)
inertoelasticity
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)
Jeffreys fluid
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)
Modal Identification
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)
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)
Modal period
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)
Prediction Error Method
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)
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)
Relaxation modulus
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)
Retardation fluidity
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)
rocking blocks
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)
Seismic Isolation
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 (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)
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)
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)
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)
seismic protection
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)
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)
seismic stability
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)
Self similarity
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)
self-similarity
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)
smart structures
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)
Statistical linearization
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)
Structural Health Monitoring
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)
Structural Health Monitoring Seismic Isolation
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)
structural identification
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)
System Identification
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)
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)
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)
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)
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)
Time-Frequency Analysis
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)
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)
Time–frequency 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)
Viscoelasticity
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)
wavelet analysis
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)
Yielding structures
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)