| Guidelines for the good practice of surface wave analysis: a product of the InterPACIFIC project |
35 |
| Seismic behaviour of ordinary masonry buildings during the 2016 central Italy earthquakes |
33 |
| Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings |
23 |
| Assessment of a monumental masonry bell-tower after 2016 Central Italy seismic sequence by long-term SHM |
21 |
| The Italian guidelines for seismic risk classification of constructions: technical principles and validation |
20 |
| Active fault database of Turkey |
20 |
| Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes |
19 |
| Seismic response of RC buildings during the M-w 6.0 August 2016 Central Italy earthquake: the Amatrice case study |
18 |
| Evaluation of different approaches for the estimation of the seismic vulnerability of masonry towers |
17 |
| Seismic performance of non-structural elements during the 2016 Central Italy earthquake |
16 |
| Seismic fragility assessment of infilled frames subject to mainshock/aftershock sequences using a double incremental dynamic analysis approach |
15 |
| Numerical simulations of liquefaction on an ordinary building during Italian (20 May 2012) earthquake |
14 |
| Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings |
14 |
| Reliability-based optimal design of nonlinear viscous dampers for the seismic protection of structural systems |
14 |
| The French seismic CATalogue (FCAT-17) |
13 |
| Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground |
13 |
| Seismic assessment of a benchmark based isolated ordinary building with soil structure interaction |
13 |
| An efficient fiber beam-column element considering flexure-shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures |
13 |
| The probabilistic seismic hazard assessment of Germany-version considering the range of epistemic uncertainties and aleatory variability |
13 |
| Damage classification and derivation of damage probability matrices from L'Aquila (2009) post-earthquake survey data |
12 |
| Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading |
12 |
| The 2014 Earthquake Model of the Middle East: seismogenic sources |
12 |
| Experimental results of reinforced concrete frames with masonry infills under combined quasi-static in-plane and out-of-plane seismic loading |
12 |
| Damage assessment and the effectiveness of prevention: the response of ordinary unreinforced masonry buildings in Norcia during the Central Italy 2016-2017 seismic sequence |
12 |
| Damage to churches in the 2016 central Italy earthquakes |
12 |
| Performance-based optimisation of RC frames with friction wall dampers using a low-cost optimisation method |
12 |
| Integrated seismic risk and resilience assessment of roadway networks in earthquake prone areas |
12 |
| Derivation of consistent hard rock (1000 < V-s < 3000 m/s) GMPEs from surface and down-hole recordings: analysis of KiK-net data |
11 |
| The pan-European Engineering Strong Motion (ESM) flatfile: compilation criteria and data statistics |
11 |
| REASSESS V2.0: software for single- and multi-site probabilistic seismic hazard analysis |
11 |
| Seismic risk assessment of buried steel gas pipelines under seismic wave propagation based on fragility analysis |
10 |
| Shake table tests of three storey cold-formed steel structures with strap-braced walls |
10 |
| Performance-based assessment of bridges with steel-SMA reinforced piers in a life-cycle context by numerical approach |
10 |
| Seismic behavior of self-centering reinforced concrete wall enabled by superelastic shape memory alloy bars |
10 |
| Cyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instability |
9 |
| Multi-LOD seismic-damage simulation of urban buildings and case study in Beijing CBD |
9 |
| Effects of various uncertainties on seismic risk of steel frame equipped with steel panel wall |
9 |
| Local effects on RC frames induced by AAC masonry infills through FEM simulation of in-plane tests |
9 |
| Seismic fragility functions for code compliant and non-compliant RC SMRF structures in Pakistan |
9 |
| Numerical simulation of potential seismic pounding among adjacent buildings in series |
9 |
| Development of a simplified model for pore water pressure build-up induced by cyclic loading |
8 |
| The effect of soil-structure interaction on the seismic risk to buildings |
8 |
| Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure |
8 |
| Bridge-specific fragility analysis: when is it really necessary? |
8 |
| Addressing limitations in existing simplified' liquefaction triggering evaluation procedures: application to induced seismicity in the Groningen gas field |
8 |
| Cyclic loading test of self-centering precast segmental unbonded posttensioned UHPFRC bridge columns |
8 |
| Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 1mechanical interpretation of the infill/frame interaction and formulation of the procedure |
8 |
| Two-way bending out-of-plane collapse of a full-scale URM building tested on a shake table |
8 |
| Probabilistic damage assessment of buildings due to induced seismicity |
8 |
| Probabilistic seismic performance evaluation of SMA-braced steel frames considering SMA brace failure |
8 |
