nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A model for multi-directional cyclic shear-induced pore water pressure and settlement on clays
|
Nhan, Tran Thanh |
|
2017 |
15 |
7 |
p. 2761-2784 |
artikel |
2 |
A model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV), and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East
|
Çağnan, Zehra |
|
2016 |
15 |
7 |
p. 2617-2643 |
artikel |
3 |
An empirical model for the mean period (Tm) of ground motions using the NGA-West2 database
|
Du, Wenqi |
|
2017 |
15 |
7 |
p. 2673-2693 |
artikel |
4 |
A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part II: validation and application to a dynamic soil–structure interaction problem
|
Andreotti, G. |
|
2017 |
15 |
7 |
p. 2803-2825 |
artikel |
5 |
A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part I: theoretical formulation
|
Andreotti, G. |
|
2017 |
15 |
7 |
p. 2785-2801 |
artikel |
6 |
Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures
|
Pecce, M. |
|
2017 |
15 |
7 |
p. 3125-3149 |
artikel |
7 |
Code-oriented floor acceleration spectra for building structures
|
Vukobratović, Vladimir |
|
2016 |
15 |
7 |
p. 3013-3026 |
artikel |
8 |
Consistency of analysis methods considered in EC8-3 for the seismic assessment of RC existing buildings
|
Manfredi, Vincenzo |
|
2017 |
15 |
7 |
p. 3027-3051 |
artikel |
9 |
Damage assessment of three medieval churches after the 2012 Emilia earthquake
|
Valente, Marco |
|
2016 |
15 |
7 |
p. 2939-2980 |
artikel |
10 |
Developing hybrid parameters for measuring damage potential of earthquake records: case for RC building stock
|
Ozmen, Hayri Baytan |
|
2016 |
15 |
7 |
p. 3083-3101 |
artikel |
11 |
National-level prediction of expected seismic loss based on historical catalogue
|
Bozza, Anna |
|
2017 |
15 |
7 |
p. 2853-2877 |
artikel |
12 |
Physics-based seismic input for engineering applications: a case study in the Aterno river valley, Central Italy
|
Evangelista, Lorenza |
|
2017 |
15 |
7 |
p. 2645-2671 |
artikel |
13 |
Prediction of lateral stiffness and fundamental period of concentrically braced frame buildings
|
Aninthaneni, Pavan K. |
|
2017 |
15 |
7 |
p. 3053-3082 |
artikel |
14 |
Probabilistic seismic hazard assessment for Saudi Arabia using spatially smoothed seismicity and analysis of hazard uncertainty
|
Sokolov, Vladimir |
|
2016 |
15 |
7 |
p. 2695-2735 |
artikel |
15 |
Probabilistic seismic hazard assessment for sliding displacement of slopes: an application in Turkey
|
Gülerce, Zeynep |
|
2016 |
15 |
7 |
p. 2737-2760 |
artikel |
16 |
Probabilistic seismic performance assessment of the soil-structure interaction effect on seismic response of mid-rise setback steel buildings
|
Shakib, Hamzeh |
|
2017 |
15 |
7 |
p. 2827-2851 |
artikel |
17 |
Seismic behavior of two monumental buildings in historical Cappadocia region of Turkey
|
Ozturk, Baki |
|
2017 |
15 |
7 |
p. 3103-3123 |
artikel |
18 |
Seismic behaviour of full-scale hollow bricks-infilled RC frames under cyclic loads
|
Su, Qiwang |
|
2016 |
15 |
7 |
p. 2981-3012 |
artikel |
19 |
Seismic performance of buried electrical cables: evidence-based repair rates and fragility functions
|
Kongar, I. |
|
2016 |
15 |
7 |
p. 3151-3181 |
artikel |
20 |
Seismic vulnerability and risk analysis of the old building stock at urban scale: application to a neighbourhood in Lisbon
|
Lamego, Paula |
|
2016 |
15 |
7 |
p. 2901-2937 |
artikel |
21 |
Seismic vulnerability assessment of the old city centre of Horta, Azores: calibration and application of a seismic vulnerability index method
|
Ferreira, Tiago Miguel |
|
2016 |
15 |
7 |
p. 2879-2899 |
artikel |
22 |
The 2015 Mw 7.8 Gorkha Earthquake in Nepal and its aftershocks: analysis of strong ground motion
|
Rupakhety, R. |
|
2017 |
15 |
7 |
p. 2587-2616 |
artikel |