论文信息 - Seismic assessment and retrofitting measures of a historic stone masonry bridge - 字舞流文

Seismic assessment and retrofitting measures of a historic stone masonry bridge

Kyriazis Pitilakis | Emmanouil Rovithis | K. Pitilakis | E. Rovithis

[1] Achintya Haldar,et al. Force reduction factors for steel buildings with welded and post-tensioned connections , 2016, Bulletin of Earthquake Engineering.

[2] Alain Pecker,et al. A METHODOLOGY FOR SEISMIC VULNERABILITY OF MASONRY ARCH BRIDGE WALLS , 2005 .

[3] B. N. Margaris,et al. The Cephalonia, Greece, January 26 (M6.1) and February 3, 2014 (M6.0) earthquakes: near-fault ground motion and effects on soil and structures , 2015, Bulletin of Earthquake Engineering.

[4] G. Gazetas. FORMULAS AND CHARTS FOR IMPEDANCES OF SURFACE AND EMBEDDED FOUNDATIONS , 1991 .

[5] Humberto Varum,et al. Seismic vulnerability assessment of historical masonry structural systems , 2014 .

[6] Ferit Cakir,et al. Structural performance of renovated masonry low bridge in Amasya, Turkey , 2015 .

[7] Gianni Bartoli,et al. Fundamental aspects on the seismic vulnerability of ancient masonry towers and retrofitting techniques , 2015 .

[8] J. Enrique Luco,et al. Identification of foundation impedance functions and soil properties from vibration tests of the Hualien containment model , 1995 .