Estimation of Damage Length of Maritime Structures Caused by Typhoon 9918 Based on iEWE Method
نویسنده
چکیده
In 1999, Typhoon 9918 struck Kyushu Island, which is located in Western Japan. During the strongest stage of the typhoon, the central pressure was 930 hPa and the maximum wind speed was 45 m/s near the center of the typhoon. The maximum storm tide was over 2 m along the coast of Kumamoto Prefecture on Kyushu Island. Due to the storm surges and wind waves, the typhoon caused enormous damage to maritime structures, including breakwaters, sea walls, sea dikes, jetties, wharves etc. In this paper, the EWE (Equivalent Wave Energy) Method is used to estimate the damage length of maritime structures along the coast caused by Typhoon 9918. Based on 75 previous typhoons, the iEWE Method creates an index that determines the vulnerability of the coast to a typhoon with a specified path. This index is estimated using the path of Typhoon 9918 as determined from the location and the direction of the typhoon at a latitude of 30° N. The vulnerability index of maritime structures is calculated based on the path of the typhoon and coastline. The damage length is estimated using the vulnerability index and the EWE of the typhoon at a latitude of 30° N. Based on the results, the iEWE Method can estimate the damage level of maritime structures that will occur along the coast before a typhoon strikes. Keywords— Damage Length, Equivalent wave energy, Sensitivity, Smoothed damage length, Storm surge, Typhoon, Vulnerability.
منابع مشابه
ESTIMATING THE VULNERABILITY OF THE CONCRETE MOMENT RESISTING FRAME STRUCTURES USING ARTIFICIAL NEURAL NETWORKS
Heavy economic losses and human casualties caused by destructive earthquakes around the world clearly show the need for a systematic approach for large scale damage detection of various types of existing structures. That could provide the proper means for the decision makers for any rehabilitation plans. The aim of this study is to present an innovative method for investigating the seismic vuln...
متن کاملCurvature Method to Detect Location and Depth of a Plastic Zone in Frame Members during an Earthquake
This paper presents a new method for detecting beam and frame damage caused by an earthquake. Despite comprehensive investigations on structural damage detection, which mostly have focused on damage detection of elastic structures, the present study deals with nonlinear damage detection in structures. Furthermore, in the proposed method, only measurements of the damaged structures during an ear...
متن کاملA Continuum Model For Stone-wales Defected Carbon Nanotubes
In this paper, a continuum model is proposed so that a Stone-Wales (SW) defected carbon nanotube (CNT) is replaced by an initial circumferential crack in a continuum cylindrical shell. For this purpose, the critical energy release rate and then the fracture toughness of a defected CNT are calculated using the results of an existing atomistic-based continuum finite element simulation. Finally, t...
متن کاملDamage detection of multi-girder bridge superstructure based on the modal strain approaches
The research described in this paper focuses on the application of modal strain techniques on a multi-girder bridge superstructure with the objectives of identifying the presence of damage and detecting false damage diagnosis for such structures. The case study is a one-third scale model of a slab-on-girder composite bridge superstructure, comprised of a steel-free concrete deck with FRP rebars...
متن کاملAttractor Based Analysis of Centrally Cracked Plate Subjected to Chaotic Excitation
The presence of part-through cracks with limited length is one of the prevalent defects in the plate structures. Due to the slight effect of this type of damages on the frequency response of the plates, conventional vibration-based damage assessment could be a challenging task. In this study for the first time, a recently developed state-space method which is based on the chaotic excitation is ...
متن کامل