| Seismic performance of precast industrial facilities following major earthquakes in the Italian territory A Belleri, E Brunesi, R Nascimbene, M Pagani, P Riva Journal of Performance of Constructed Facilities 29 (5), 04014135, 2015 | 299 | 2015 |
| Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis E Brunesi, R Nascimbene, F Parisi, N Augenti Engineering Structures 104, 65-79, 2015 | 216 | 2015 |
| Seismic performance of non-structural elements during the 2016 Central Italy earthquake D Perrone, PM Calvi, R Nascimbene, EC Fischer, G Magliulo Bulletin of Earthquake Engineering 17, 5655-5677, 2019 | 209 | 2019 |
| Seismic fragility of Italian RC precast industrial structures C Casotto, V Silva, H Crowley, R Nascimbene, R Pinho Engineering Structures 94, 122-136, 2015 | 180 | 2015 |
| Towards improved floor spectra estimates for seismic design TJ Sullivan, PM Calvi, R Nascimbene Earthquakes and Structures 4 (1), 109-132, 2013 | 176 | 2013 |
| Seismic performance of storage steel tanks during the May 2012 Emilia, Italy, earthquakes E Brunesi, R Nascimbene, M Pagani, D Beilic Journal of Performance of Constructed Facilities 29 (5), 04014137, 2015 | 173 | 2015 |
| Equivalent viscous damping for steel concentrically braced frame structures KK Wijesundara, R Nascimbene, TJ Sullivan Bulletin of earthquake engineering 9, 1535-1558, 2011 | 124 | 2011 |
| Response of partially-restrained bolted beam-to-column connections under cyclic loads E Brunesi, R Nascimbene, GA Rassati Journal of Constructional Steel Research 97, 24-38, 2014 | 123 | 2014 |
| Experimental investigation of the cyclic response of reinforced precast concrete framed structures E Brunesi, R Nascimbene, D Bolognini, D Bellotti PCI J 60 (2), 57-79, 2015 | 114 | 2015 |
| Extreme response of reinforced concrete buildings through fiber force-based finite element analysis E Brunesi, R Nascimbene Engineering Structures 69, 206-215, 2014 | 110 | 2014 |
| Seismic response of MRFs with partially-restrained bolted beam-to-column connections through FE analyses E Brunesi, R Nascimbene, GA Rassati Journal of Constructional Steel Research 107, 37-49, 2015 | 107 | 2015 |
| Influence of masonry infills on the progressive collapse resistance of reinforced concrete framed buildings N Eren, E Brunesi, R Nascimbene Engineering Structures 178, 375-394, 2019 | 98 | 2019 |
| Seismic analysis of high-rise mega-braced frame-core buildings E Brunesi, R Nascimbene, L Casagrande Engineering Structures 115, 1-17, 2016 | 89 | 2016 |
| Evaluation of the shear capacity of precast-prestressed hollow core slabs: numerical and experimental comparisons E Brunesi, D Bolognini, R Nascimbene Materials and Structures 48, 1503-1521, 2015 | 89 | 2015 |
| A critical review of the RC frame existing building assessment procedure according to Eurocode 8 and Italian seismic code V Mpampatsikos, R Nascimbene, L Petrini Journal of Earthquake Engineering 12 (S1), 52-82, 2008 | 84 | 2008 |
| Vulnerability assessment and retrofit solutions of precast industrial structures A Belleri, M Torquati, P Riva, R Nascimbene Earthq Struct 8 (3), 801-820, 2015 | 77 | 2015 |
| Numerical web-shear strength assessment of precast prestressed hollow core slab units E Brunesi, R Nascimbene Engineering Structures 102, 13-30, 2015 | 76 | 2015 |
| Numerical simulation of gusset plate connections with rectangular hollow section shape brace under quasi-static cyclic loading R Nascimbene, GA Rassati, KK Wijesundara Journal of Constructional Steel Research 70, 177-189, 2012 | 62 | 2012 |
| Experimental and numerical investigation of the seismic response of precast wall connections E Brunesi, R Nascimbene Bulletin of Earthquake Engineering 15, 5511-5550, 2017 | 60 | 2017 |
| Modeling of different bracing configurations in multi-storey concentrically braced frames using a fiber-beam based approach KK Wijesundara, R Nascimbene, GA Rassati Journal of Constructional Steel Research 101, 426-436, 2014 | 60 | 2014 |
Kushan WijesundaraProfessor of Civil Engineering在 eng.pdn.ac.lk 的电子邮件经过验证
