• Smart Structures and Systems
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• 제20권2호
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• pp.163-173
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• 2017

Structural health monitoring (SHM) of civil infrastructure using fiber Bragg grating sensor networks (FBGSNs) has received significant public attention in recent years. However, there is currently little research on the health-monitoring technology of high-piled wharfs in coastal ports using the fiber Bragg grating (FBG) sensor technique. The benefits of FBG sensors are their small size, light weight, lack of conductivity, resistance corrosion, multiplexing ability and immunity to electromagnetic interference. Based on the properties of high-piled wharfs in coastal ports and servicing seawater environment and the benefits of FBG sensors, the SHM system for a high-piled wharf in the Tianjin Port of China is devised and deployed partly using the FBG sensor technique. In addition, the health-monitoring parameters are proposed. The system can monitor the structural mechanical properties and durability, which provides a state-of-the-art mean to monitor the health conditions of the wharf and display the monitored data with the BIM technique. In total, 289 FBG stain sensors, 87 FBG temperature sensors, 20 FBG obliquity sensors, 16 FBG pressure sensors, 8 FBG acceleration sensors and 4 anode ladders are installed in the components of the back platform and front platform. After the installation of some components in the wharf construction site, the good signal that each sensor measures demonstrates the suitability of the sensor setup methods, and it is proper for the full-scale, continuous, autonomous SHM deployment for the high-piled wharf in the costal port. The South 27# Wharf SHM system constitutes the largest deployment of FBG sensors for wharf structures in costal ports to date. This deployment demonstrates the strong potential of FBGSNs to monitor the health of large-scale coastal wharf structures. This study can provide a reference to the long-term health-monitoring system deployment for high-piled wharf structures in coastal ports.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1998년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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• pp.188-195
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• 1998

The seismic design guidelines for the pile-supported marginal wharf structures are studied. Various design codes such as AASHTO code or UBC code, which are focused on general structures, may be referred for the design of the wharf structures. However, in developing domestic design code, special consideration should be made concerning the size of the earthquake and the type of the structure. This study aims at the comparison among the various design codes for a specific wharf structure in the process of developing a domestic design code.

• 한국지반공학회논문집
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• 제33권4호
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• pp.47-56
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• 2017

잔교식 안벽의 내진설계는 보통 다중모드 스펙트럼 해석과 같은 단순 동해석 방법을 적용하여 수행된다. 이러한 단순 해석법은 구조물의 한계상태를 평가하는데 유용할 수 있다. 그러나, 과거에 발생한 잔교식 안벽의 지진피해사례를 살펴보면, 기초지반의 변형 또는 지반-말뚝 사이의 동적 상호작용이 구조물의 전체 거동에 큰 영향을 미치는 것으로 나타났다. 이러한 거동은 지반-말뚝-구조물 동적 상호작용을 정밀하게 모사할 수 있는 비선형 유효응력 해석을 수행하여 평가할 수 있다. 본 연구에서는 잔교식 안벽의 내진성능을 평가할 수 있는 3차원 수치 모델링 기법을 선정하고, 이를 Hyogoken Nambu 지진(1995)시 고베항의 잔교식 안벽 피해사례에 적용하여 그 적용성을 검증하였다. 해석결과, 본 연구에서 적용한 수치 모델링 기법이 안벽의 지진피해 거동을 잘 모사할 수 있으며, 지반의 과잉간극수압증가 및 지반-구조물과의 동적 상호작용이 안벽의 지진거동에 큰 영향을 주는 것으로 나타났다.

• 한국항해항만학회지
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• 제32권4호
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• pp.315-320
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• 2008

The road construction near the existing lighter's wharf has completed but the lighter's wharf has been still unavailable and neglected. Therefore, the site needs the urgent measures to clean up and properly take advantage of the lighter's wharf. This study sought to improve the regional amenities and revitalize the coastal environment by creating an environment-friendly waterfront park utilizing features of the existing lighter's wharf as part of improvement measures. In addition, surveys were conducted to develop an waterfront park capable of effectively using the land and improving the cleanliness and safety of the coastal scenic beauty, leading to various meaningful opinions on the residents' awareness of the potential park site, the facilities necessary for the park, the development directions of the park and the timing of park development. If an waterfront park is created through the residents' participation, It can share a sustainable utility value of the coastal area. Therefore, this will result in boosting the connection with redevelopment plan for the North Port, along with improving the quality of the residents' life, strengthening Busan's status as a maritime tourism city.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1994년도 가을 학술발표회 논문집
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• pp.71-78
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• 1994

The main objectives of the study may be stated as follows : \circled1 the acquisition of fundamental updated data for the assessment of aged wharf structures of pier type based on systematic static/dynamic load testing \circled2 the study of techniques and methods for field testing \circled3 realistic safety and load carrying capacity assessment based on practical reliability analysis. In this study field testing of real structure is performed and the results are compared with those of the 2D and 3D linear structural analysis. It may be seen that the practical reliability methods can be applied for the safety and capacity assessment of aged wharf structures of pier type.

• Structural Engineering and Mechanics
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• 제51권2호
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• pp.267-276
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• 2014

Wharfs are essential to shipping and support very large gravity loads on both a short-term and long-term basis which cause quite large seismic internal forces. Therefore, these structures are vulnerable to seismic activities. As they are supported on vertical and/or batter piles, soil-pile interaction effects under earthquake events have a great importance in seismic resistance which is not yet fully understood. Seismic design codes have become more stringent and suggest the use of new design methods, such as Performance Based Design principles. According to Turkish Code for Coastal and Port Structures (TCCS 2008), the interaction between soil and pile should somehow be considered in the nonlinear analysis in an accurate manner. This study aims to explore the lateral load carrying capacity of recently designed wharf structures considering soil-pile interaction effects for different soil conditions. For this purpose, nonlinear structure analysis according to TCCS (2008) has been performed comparing simplified and detailed modeling results.

• Structural Engineering and Mechanics
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• 제12권6호
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• pp.615-632
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• 2001

Ductility of open piled wharves under reversed cyclic loads has been investigated. Experimental testing of five wharf models having a scale of about 1:4 was conducted under the application of horizontal reversed cyclic loading. The experiments were designed to focus on the horizontal ultimate load, ductility and failure mode of the considered wharf models. Nonlinear numerical analyses using the finite element method were also performed on numerical models representing the experimentally tested wharves. The results of the experimental tests showed that open piled wharves possessed favourable ductile behaviour and that their load bearing capacity did not depreciate until a ductility factor of 3 to 4 was reached. The numerical analysis showed that the relative rotation that took place at the joints between the steel piles and the R.C. beam was responsible for a considerable portion of the total horizontal deformation of the wharves. Therefore, it was concluded that introducing the joint stiffness in calculating the deformations of open piled wharves was important to achieve reasonable accuracy.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2005년도 추계학술대회 논문집
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• pp.103-109
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• 2005

부산항 중앙부두 주변 해역은 각 선석별로 그 목적과 용도에 부합된 전용 부두가 배치되어 소형 잡종선을 비롯해서 중대형 여객선, 소형 쾌속선, 컨테이너선, 화물선, 작업선 등 다양한 선박이 특정한 항행 규칙이나 해상교통관제없이 비교적 자유롭게 통항하고 있다. 본 연구에서는 중앙부두 주변 해상을 대상으로 일정 기간 동안 두 차례의 해상교통조사를 전용소프트웨어를 이용하여 실시한 후 중앙부두 주변 해역을 통항하는 선박들에 대한 선종별, 톤수별 통계처리와 항적분포를 기초로 중앙부두 인근 해상의 주요 통항로의 교통 흐름, 그리고 통항 특징 둥을 분석하였다. 이러한 교통 현황에 대한 분석을 토대로 중앙부두 주변 해상을 각 기능별로 분류하고, 북내항로 지정에 따른 효과를 분석하여 항행 선박의 통항 안전성 향상 방안을 검토하였다. 그리고 선박의 운항자 관점에서 입출항 통항 안전성에 바탕을 둔 효율적인 중앙부두 인근 부두의 재배치 안에 대하여 고찰하였다

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1993년도 봄 학술발표회논문집
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• pp.45-52
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• 1993

Evaluation of structural stability of aged wharf structure of pier type is of great importance for both safety and rehabilitation, Series of field dynamic experiments were performed for berthing impact and the results were used to calibrate analysis model. Through dynamic analysis for design, berthing impact safety of old wharf structure were evaluated. In this paper the procedure and results of experiments and analysis are presented.

• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2017년도 공동학술발표회
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• pp.12-13
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• 2017