coastal structures

Li, C.Q. and Zhao, J.M. (2010) Time dependent risk assessment of combined overtopping and structural failure for reinforced concrete coastal structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 136 (2). pp. 97-103. ISSN 0733-950X (Print), 1943-5460 (Online) (doi:https://doi.org/10.1061/(ASCE)WW.1943-5460.0000031)

deterioration

Li, C.Q. and Zhao, J.M. (2010) Time dependent risk assessment of combined overtopping and structural failure for reinforced concrete coastal structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 136 (2). pp. 97-103. ISSN 0733-950X (Print), 1943-5460 (Online) (doi:https://doi.org/10.1061/(ASCE)WW.1943-5460.0000031)

overtopping

Li, C.Q. and Zhao, J.M. (2010) Time dependent risk assessment of combined overtopping and structural failure for reinforced concrete coastal structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 136 (2). pp. 97-103. ISSN 0733-950X (Print), 1943-5460 (Online) (doi:https://doi.org/10.1061/(ASCE)WW.1943-5460.0000031)

risk

Li, C.Q. and Zhao, J.M. (2010) Time dependent risk assessment of combined overtopping and structural failure for reinforced concrete coastal structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 136 (2). pp. 97-103. ISSN 0733-950X (Print), 1943-5460 (Online) (doi:https://doi.org/10.1061/(ASCE)WW.1943-5460.0000031)

service life

Li, C.Q. and Zhao, J.M. (2010) Time dependent risk assessment of combined overtopping and structural failure for reinforced concrete coastal structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 136 (2). pp. 97-103. ISSN 0733-950X (Print), 1943-5460 (Online) (doi:https://doi.org/10.1061/(ASCE)WW.1943-5460.0000031)