Parameterized coastal fragilities and their application to aging port structures subjected to surge and wave

2021 ◽  
Vol 237 ◽  
pp. 112235
Author(s):  
Marco Maniglio ◽  
Georgios P. Balomenos ◽  
Jamie E. Padgett ◽  
Gian Paolo Cimellaro
Keyword(s):  
Port Structures

scholarly journals Life Cycle Management of Port Structures

2003 ◽  
Vol 52 (11) ◽  
pp. 574-579 ◽  
Author(s):  
Kazuaki Zen
Keyword(s):  
Life Cycle ◽  
Life Cycle Management ◽  
Port Structures

Port Structures in Long Beach Harbor

1961 ◽  
Vol 126 (4) ◽  
pp. 661-682
Author(s):  
Bob N. Hoffmaster ◽  
Cort T. Johnson ◽  
Charles L. Vickers
Keyword(s):  
Long Beach ◽  
Port Structures

scholarly journals EFFECTIVE STRESS ANALYSES OF PORT STRUCTURES

1998 ◽  
Vol 38 (Special) ◽  
pp. 97-114 ◽  
Author(s):  
SUSUMU IAI ◽  
KOJI ICHII ◽  
HANLONG LIU ◽  
TOSHIKAZU MORITA
Keyword(s):  
Effective Stress ◽  
Port Structures ◽  
Stress Analyses

Port Structures in Long Beach Harbor

1959 ◽  
Vol 85 (4) ◽  
pp. 133-156
Author(s):  
Bob N. Hoffmaster ◽  
Cort T. Johnson ◽  
Charles L. Vickers
Keyword(s):  
Long Beach ◽  
Port Structures

Durability of port reinforced concrete structures (Far East and Sakhalin)

2021 ◽  
Author(s):  
Sergey Leonovich ◽  
Evgeniy Shalyy ◽  
Elena Polonina ◽  
Elena Sadovskaya ◽  
Lev Kim ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Service Life ◽  
Probabilistic Models ◽  
Far East ◽  
Concrete Structures ◽  
Life Cycles ◽  
Reinforced Concrete Structures ◽  
Joint Work ◽  
Port Structures ◽  
Corrosion Of Steel

Section I of the monograph is devoted to an urgent problem - forecasting the durability of port reinforced concrete structures, the destruction of which is associated with corrosion of steel reinforcement caused by chloride aggression and carbonation of concrete. The analysis of models for calculating the service life of structures and experimental data is carried out, the life cycles for the main degradation processes in concrete and reinforcement, the periods of initiation and propagation of corrosion are considered, the influence of environmental factors (temperature, humidity) and the quality of concrete (In/C, cement consumption, diffusion coefficient) on the kinetics of chloride penetration and the movement of the carbonation front is taken into account. Probabilistic models of basic variables are considered, the limiting states of port reinforced concrete structures for the durability of reinforced concrete structures based on the reliability coefficient for service life are formulated. Sections II and III describe modern methods of restoration and restoration of reinforced concrete port structures subjected to corrosion destruction using nanofibrobeton. The concept of multilevel reinforcement has been implemented. Methods of experimental fracture mechanics were used to evaluate the joint work of exploited concrete and reinforcement nanofibre concrete. It is intended for scientific and engineering staff of universities, research and design organizations.

scholarly journals DETERMINATION OF CROSS SECTIONS FOR GRAVITY TYPE QUAY WALLS

2017 ◽  
pp. 5
Author(s):  
Tugce Yuksel ◽  
Yalcin Yuksel ◽  
Busra Basaran ◽  
Esin Cevik
Keyword(s):  
Cross Sections ◽  
Vertical Wall ◽  
Block Size ◽  
Seismic Loading ◽  
Block Type ◽  
Type I ◽  
Type Ii ◽  
Seismic Loadings ◽  
Port Structures

Block type quay walls are widely used as port structures in the world. In this study three types of vertical block type quay walls with different block size exposed to seismic loading were investigated experimentally. The block ratios of Type I, Type II and III vertical wall models are B/h=2, 1.5 and 1.5 & H/h=6, 6 and 3, respectively. The tests were conducted in the shaking tank with different harmonic seismic loadings and the behaviors of these walls were investigated comparatively.

Australian Seaport Infrastructure Resilience to Climate Change

2012 ◽  
Vol 238 ◽  
pp. 350-357 ◽  
Author(s):  
Daniel Kong ◽  
Sujeeva Setunge ◽  
Thomas C.K. Molyneaux ◽  
Guo Min Zhang ◽  
David W. Law
Keyword(s):  
Climate Change ◽  
Current Knowledge ◽  
Climate Projections ◽  
Climate Data ◽  
Budget Planning ◽  
Capital Budget ◽  
Changing Climate ◽  
Port Authorities ◽  
Port Structures ◽  
Port Infrastructure

A research project continuing at RMIT University is exploring the resilience of port structures in a changing climate. Research completed to date comprises of identifying types of port infrastructure vulnerable to climate change, establishing materials and exposure conditions, developing deterioration models based on current knowledge to simulate the effect of climate change on key port infrastructure and modeling the selected elements of infrastructure to derive outcomes which will aid in decision making in port infrastructure management. A considerable effort has been concentrated on identifying input climate data most appropriate for the models developed. The modeling approach is presented in this paper for quantitative projections of damage probability on port infrastructure taking into account the variability of material type, design considerations and environmental exposures with a changing climate. This paper provides a summary of the research undertaken in the development of material deterioration models and their responses to a changing climate load. Using climate information drawn from historical weather records and future climate projections, existing deterioration models were refined to include climate data into modeling runs in order to analyse changes to deterioration rates of different materials when impacted by a change in climate variables. Outputs from this modeling process will assist port authorities in making informed decisions on maintenance and capital budget planning allowing for impacts of climate change.

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