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检索条件"丛书名=Lecture Notes in Civil Engineering"

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Study of the Fairlead Connections of a Prestressed Concrete Spar Platform Supporting a 10 MW Floating Offshore Wind Turbine 3rd

Study of the Fairlead Connections of a Prestressed Concrete ...

引用

3rd World Conference on Floating Solutions (WCFS)

作者： Munbua, Wichuda Fujiyama, Chikako Yokohama Natl Univ Grad Sch Urban Innovat Dept Civil Engn 79-5 TokiwadaiHodogaya Ku Yokohama Kanagawa 2408501 Japan

ISBN: (纸本)9789819704972;9789819704958;9789819704941

This study aimed to design the fairlead steel-concrete connections and investigated the structural service life due to concrete fatigue of a prestressed concrete spar supporting a 10 MW floating offshore wind turbine. The numerical study using finite element code COM3 was performed to investigate the nonlinear behavior of the concrete structure induced by coupled dynamic motions of the wind turbine under operation. Tower base forces and mooring tensions were applied to the finite element model investigating stress-strain localization. Two types of fairlead connections were designed for the proposed prestressed concrete spar and implemented in the finite element model that installed tower connections and applied prestressing forces obtained from the previous study. Finally, the fatigue life estimation due to concrete fatigue was investigated under the model code restriction compared to the simulation analysis. The analytical results showed that the designed fairlead connections could withstand large tensile forces transfer from mooring lines to the spar concrete. In both types, the fatigue life of concrete under tension was longer than the restriction;however, for the concrete under compression, the Plate-Plate model showed a possibility of fatigue failure. The study highlights the need to improve the fatigue design of the fairlead steel-concrete connections in the next design phase.

关键词： Fairlead connection Floating offshore wind turbine Concrete spar-type platform Concrete fatigue analysis Concrete finite element analysis

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Detecting Damage on Beam-Like Structures Based on Damage Index of Static Displacement 1

引用

6th International Conference on civil engineering and Architecture (ICCEA)

作者： Toan Pham-Bao Duc-Cuong Tran Luan Vuong-Cong Nhi Ngo-Kieu Ho Chi Minh City Univ Technol HCMUT Lab Appl Mech LAM VNU HCM Ho Chi Minh City Vietnam

ISBN: (数字)9789819753116

ISBN: (纸本)9789819753130;9789819753116;9789819753109

Beams are a common object in engineering mechanics used to study one-dimensional structures, such as bridge spans, towers, and buildings. Therefore, the problem of monitoring the condition and integrity of beams is a great concern to prevent unforeseen defects and accidents. Most existing methods for monitoring the condition of beams use the vibration response because of the change in dynamic parameters of the beam due to damage. The disadvantage of the vibration method is the requirement of continuous collection and complex data analysis. Therefore, this article proposes a simple method of using a damage index based on static responses to identify damage on beams. The results show that static displacement can effectively determine both the location and extent of existing damage on the beam. Therefore, the damage index of static displacement can also be used as one of the prospective indicators to evaluate the condition of beam structures.

关键词： static deflection beam damage index damage detection crack

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Using Inerter for Offshore Floating Platform Vibration Control 3rd

Using Inerter for Offshore Floating Platform Vibration Contr...

引用

3rd World Conference on Floating Solutions (WCFS)

作者： Bi, Kaiming Ma, Ruisheng Hao, Hong Hong Kong Polytech Univ Kowloon Hong Kong Peoples R China Beijing Univ Technol Beijing Peoples R China Guangzhou Univ Guangzhou Peoples R China

ISBN: (纸本)9789819704972;9789819704958;9789819704941

Offshore floating platforms (OFPs) are widely used in offshore industries for oil exploration and exploitation. Harsh environmental loads such as wind and sea waves may induce excessive vibrations to OFPs and endanger their safety. Inerter, which can produce a considerable apparent mass that is much larger than its physical mass through an amplifying mechanism by translating the linear motion into high-speed rotational motion, has been adopted for structural vibration control recently. The authors proposed using inerter for OFP vibration control. This paper will summarize the corresponding research works carried out by the authors in this area. In particular, analytical and experimental studies will be reported in detail.

关键词： Offshore floating platform Inerter Vibration control

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A GIS-Based Approach to Solve Sustainable Port-Hinterland Connectivity by Proposing Optimal Locations of Dry Port Using a Location-Allocation Model

A GIS-Based Approach to Solve Sustainable Port-Hinterland Co...

引用

2023 Urban Mobility India Conference and Expo

作者： Gurav, Nilkanti Vinayak Patel, Chetan R. Sardar Vallabhbhai Natl Inst Technol Surat 395007 Gujarat India

ISBN: (纸本)9789819781188;9789819781164;9789819781157

The paper disseminates the knowledge of Dry Port Planning in the shadow of the seaport. For the planning of dry port location, land suitability analysis, and location-allocation analysis, considering parameters such as population density, accessibility, proximity to production centers, and avoidance of existing infrastructure have been carried out. The weighted sum tool technique is used to combine these parameters. The weights are assigned using the 'Analytical Hierarchy Process' (AHP). Also, the service area analysis is made to check the service area reach of each proposed dry port location. This analysis identifies the optimal locations of dry ports and includes a comparative study to assess the effectiveness of the proposed rail connectivity solution in relation to freight traffic circulation through the road network. The study reveals significant reductions in greenhouse gas emissions and transportation costs. Effective location planning for dry ports is essential for enhancing trade efficiency, optimizing transportation operations, driving economic development, and promoting sustainable port cities.

关键词： Dry port Port cities Freight transport Location-allocation Sustainable

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How Regional Rapid Transit System Will Impact the Development Along Delhi-Ghaziabad-Meerut Corridor? A Stakeholders' Perception Study

How Regional Rapid Transit System Will Impact the Developmen...

引用

2023 Urban Mobility India Conference and Expo

作者： Sharma, Kritika Pitale, Aditya Manish Sadhukhan, Shubhajit Indian Inst Technol Roorkee Dept Architecture & Planning Roorkee 247667 Uttarakhand India Indian Inst Technol Roorkee Ctr Transportat Syst CTRANS Roorkee 247667 Uttarakhand India

ISBN: (纸本)9789819781188;9789819781164;9789819781157

The Regional Rapid Transit System (RRTS) is an initiative launched to promote public transportation in the National Capital Region (NCR) and act as a catalyst for development and growth of the region. The study aims to understand how people perceive the introduction ofRRTS in their vicinity. Aprimary survey targeting stakeholders within a 1.5 km radius ofRRTS stationswas undertaken to gain valuable insights into the changes observed, whether positive or negative. The Relative to an Identified Distribution Integral Transformation (RIDIT) analysis was further used to identify the factors that garner the highest consensus among the stakeholders. Maximum stakeholders strongly agreed that RRTS will reduce travel time and make it easier to reach the connected areas. Further, most of the stakeholders disagreed that the RRTS has ruined the looks of their neighborhood. The newly proposed RRTS corridor suggests a predominantly favorable outlook, benefiting not only the people but also the land in proximity to the corridor. Such a study will allow organizations to gauge how the transit system influences the surrounding areas and propose strategies to maximize benefit from such systems.

关键词： Stakeholders' perception RIDIT Regional transit

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Problems and Causes of Contractors' Claims in Thai Construction Projects 6th

Problems and Causes of Contractors' Claims in Thai Construct...

引用

6th International Conference on civil engineering and Architecture (ICCEA)

作者： Techapeeraparnich, Wasaporn Oo, Nang Mwe San Wantanakorn, Danai Limsawasd, Charinee Mahidol Univ Dept Civil & Environm Engn Fac Engn Salaya Nakhon Pathom Thailand Rajamangala Univ Technol Tawanok Khlong Hok Thailand Chulalongkorn Univ Fac Engn Bangkok Thailand

ISBN: (纸本)9789819753178;9789819753154;9789819753147

Construction is a source of claims and problems because of its nature. A construction-related claim is expected to arise in terms of number and expense. This study aims to identify the problems that arise from claim management procedures faced by contractor companies as well as the causes of claims found in managing Thai public construction projects. To identify and rank the problems and causes of claims, a questionnaire survey was conducted with experts who have experience with claim management. The outcomes of this research highlighted the most significant issues that happen in the claim management process, as well as the most common claim causes in Thai public construction projects.

关键词： Construction Claims Contract Management Claim Process

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Evaluating the Variations in Discretionary Activity Episodes Before and During Lockdown Among Urban Indian University Students

Evaluating the Variations in Discretionary Activity Episodes...

引用

2023 Urban Mobility India Conference and Expo

作者： Sarangi, Punyabeet Manoj, M. Indian Inst Technol IIT Delhi Dept Civil Engn Delhi 110016 India

ISBN: (纸本)9789819781188;9789819781164;9789819781157

The advent of the COVID-19 pandemic has significantly impacted the travel patterns of university students in urban India, leading to a decline in their use of public transportation, active mobility, and lifestyle that may have long-term impacts on future mobility patterns. The present study, therefore, aims to investigate the similarities and differences in physically passive (PP), and physically active (PA) behaviors before (BL) and during the lockdown (DL) period, enabling the identification of effective strategies to mitigate undesirable lifestyle changes experienced by the university population. A multivariate ordered probit (MOP) model was estimated to examine the objectives. The data used for modeling was collected through an online survey conducted in pan-India from May to July 2020. A total of 631 responses were collected, of which 203 survey forms were deemed eligible. Gathering responses from the same cohort during the BL and DL period is a unique feature of this study. Activity episodes consisted of dependent variables, while sociodemographics, mode use behavior, and psychometric indicators were the explanatory variables. The psychometric indicators consisted of measurement items related to 'anxiety (AL)', 'physical well-being (PW)' and 'leisure (LE)' and a principal component analysis (PCA) was used to identify these latent factors. The results indicate that PP episodes for BL and DL periods were complementary, while PAepisodes were substitutive. Age, education, and access to private modes had an adverse effect on an active lifestyle (PA). However, students with high scores on PW constructs are more inclined to carry out PA episodes. The study concludes with relevant policy discussions based on model outcomes.

关键词： COVID-19 University students Activity episodes

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Resilience of Transportation Infrastructure in India: Are We There Yet?

Resilience of Transportation Infrastructure in India: Are We...

引用

2023 Urban Mobility India Conference and Expo

作者： Maneesha, B. Verma, Ashish Indian Inst Sci Dept Civil Engn Bangalore 560012 Karnataka India

ISBN: (纸本)9789819781188;9789819781164;9789819781157

Transportation is a critical lifeline to sustain human lives and interactions during emergencies, facilitating the movement of commodities and services. However, the interconnected network system serving the affected region is vulnerable to disruptions during these events. Damaged network systems impede emergency response efforts and prevent the timely dispatch of personnel and supplies. Extreme weather events have increased significantly in recent years, and with the interdependency on transportation expected to grow, there is significant emphasis on the resilience of transportation systems. Studying the resilience of transportation systems for a region requires investigating a few fundamental research questions: (i) What are the dimensions of resilience in the transportation sector? (ii) What is the current state of research on integrating resilience into transport sectors? (iii) What are the gaps and barriers to attaining resilience? (iv) What is the scope of future research on improving the resilience of the transportation system? The purpose of this study is to provide the answers to these pertinent questions. This paper presents a comprehensive literature review to derive an in-depth understanding of integrating resilience into the transportation sector. Focusing on India's transportation system, the study gives insight into its transportation sector and identifies critical opportunities for advancement. The review focuses on a specific timeframe to select relevant papers. The assessment and findings provide a greater understanding of the extent of resilience integration in India's transport sector and its deficiencies.

关键词： Transport sector Vulnerability Disaster resilience Integrating resilience

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Basic Study of Barge Type Floater with Large Wind Turbine System by Using Numeral Simulation 3rd

Basic Study of Barge Type Floater with Large Wind Turbine Sy...

引用

3rd World Conference on Floating Solutions (WCFS)

作者： Ohba, Naoki Ko, Donghee Ura, Yusuke Shimizu Corp Emerging Frontiers Div Ocean Program Dept 16-1Kyobashi 2 Chome Chuo Ku Tokyo Japan

ISBN: (纸本)9789819704972;9789819704958;9789819704941

Ocean renewable energy is one of the most important sectors to achieve "Zero emission". Generally, ocean wind power generation is already developed mainly in the shallow water area as the bottom fixed (foundation) type. Nowadays, floating offshore wind turbine system (FOWT) is also growing for deeper water. In this study, the authors have focused on "Barge type" and do some basic parametric studies based on numerical simulation. Generally, it is mentioned that the "Barge type" has difficulty in large motion in waves compared to other typical types. Therefore, the authors designed four cases of Barge type floaters with another ingenuity and did a parametric study about intact stability and motion in waves. As a result, some type of designed Barge type floater may be applicable when the site's environmental condition is suitable if ingenuity is applied.

关键词： Floating offshore wind turbine Barge type floater Large size wind turbine Intact stability Motion in waves

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In-Plane Bending Behavior of Single-Layer Glass Beams in Frameless Glass Structure 1

引用

6th International Conference on civil engineering and Architecture (ICCEA)

作者： Hussain, Saddam Hassanlou, Delaram Chen, Pei-Shan Bolhassani, Mohammad Kyushu Inst Technol Dept Civil Engn & Architecture Kitakyushu Fukuoka 8040015 Japan Univ Houston Dept Civil & Environm Engn Houston TX 77004 USA CUNY Bernard & Anne Spitzer Sch Architecture New York NY 10021 USA

ISBN: (数字)9789819753116

ISBN: (纸本)9789819753130;9789819753116;9789819753109

The load-bearing capacity of structural glass and its high transparency provide innovative architectural options such as frameless architecture. This research aims to assess the stability and practical behavior of glass beams in frameless configurations, focusing on pure bending loaded structural glass members. The authors investigate state-of-the-art configurations and develop a frame setup for experimental and numerical study. The geometric behavior of the glass beam is measured under axial loading and pure bending until buckling occurs. The key parameter, flexural-lateral-torsional buckling strength, is defined as the greatest load attained during testing. The results show that the numerical and experimental strength of glass beams are substantially close to each other for TG10. The research aims to promote stability and calculate design strength using the buckling curves technique, constructing a novel interaction criterion specifically for glass beams. This research aims to improve glass load-bearing structures in modern architecture by bridging speculative to practical applications and offering a structural design technique for allowable stress calculations.

关键词： Structure Art Glass panels Beam Architectural Structures Frameless structure Configuration

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