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This paper aims to evaluate the vulnerability of typical low-rise reinforced concrete (RC) buildings located in Indonesia subjected to tsunami loading.

The vulnerability of typical three-story RC buildings located in Indonesia subjected to tsunami loading is discussed using fragility curves. Buildings without openings in all stories and buildings with openings in the first story are considered. The fragility curves are obtained by performing tsunami pushover analysis for several load cases, using different tsunami load estimation standards and references. The generalized linear method is used as a curve fitting method to construct the fragility curves.

The fragility curves show that the three-story RC buildings without openings in all stories subjected to tsunami loading have a high probability of collapse. Openings in the first story will reduce the vulnerability of the buildings.

Fragility curves are obtained by carrying out tsunami pushover analysis to evaluate the vulnerability of typical three-story RC buildings located in Indonesia. The results of this study show the need to include tsunami loads in the design code for Indonesian buildings and the benefits of having openings in the first story of the building.

This paper aims to identify the specific parameters in developing a framework to assess the structural vulnerability of hospital buildings in Sri Lanka against tsunami. Along with that, the adaptability and suitability of the existing global frameworks in the Sri Lankan context are to be assessed.

In this study, Papathoma tsunami vulnerability assessment (PTVA)-4 model was used as the base in developing the abovementioned framework. Its adaptability and suitability in assessing hospital buildings in the country were considered under the case studies conducted in six selected hospitals in the Southern coastal belt of Sri Lanka. Under these case studies, data collection was done using the Rapid Visual Screening method where assessments were carried out through visual observations. The collected data were analyzed according to the aforementioned model for its suitability in evaluating the structural vulnerability of hospitals in Sri Lanka, against tsunami hazard.

From these case studies, it was identified that the use of the PTVA-4 model alone was insufficient to assess the structural vulnerability of the hospital buildings against the tsunami. Therefore, the model must be further improved with more relevant assessing attributes related to hospitals, suitable for the Sri Lankan context.

This paper identifies the specific structural assessment parameters required in assessing hospitals in the coastal belt of Sri Lanka, considering tsunami as the main hazard condition.

The lessons learned from the 2004 tsunami phenomenon fueled the government and other local authorities to strengthen the legitimate background to mitigate such devastation in future events. This study aims to propose a standardized tsunami-resilient construction guideline for Sri Lanka by integrating existing local and international standards.

A comprehensive literature survey was carried out to undertake the study, with a wide-ranging content and thematic analysis of existing tsunami-resilient construction aspects in Sri Lanka. Integrating all existing guidelines with international standards, finally, a consolidated guideline with significant tsunami-resilient building aspects was proposed for stakeholders involved with the resilient built environment in tsunami-prone areas, particularly during the building construction in the coastal belt.

The existing tsunami-resilient guidelines in Sri Lanka follow similar aspects but in different dimensions. Compared to the international standards, few significant aspects create a gap in local guidelines. Thus, the findings demonstrated that the existing local guidelines must be modified and strengthened by mainstreaming into international practices.

Existing guidelines are more concerned with structural aspects. Nevertheless, proper integration of local and international guidelines would be more favorable to minimizing existing local guidelines’ gaps. Further, a standardized tsunami-resilient building guideline would be a referring document for all stakeholders in tsunami-resilient constructions.

By aligning local guidelines with international standards, the reliability of the guidelines will be increased and direct the built environment to quality disaster-resilient constructions.

Through a standardized guideline, the community can rely on tsunami-resilient construction in coastal cities.

The consolidated guideline further contains the essentials of city resilience in tsunamis and would be an excellent reference for relevant stakeholders than aligning with several guidelines.

To provide data on the tsunami hazard of the Mediterranean region, to outline the Maltese Islands specific tsunami risks.

The physics of tsunami and the tsunami magnitude scales are first introduced. The Mediterranean tsunami characteristics are introduced by reference to sources (1962‐2003). Following this the Mediterranean tsunami vulnerability assessment is undertaken. This then narrows down to assessing the Maltese tsunami hazards with reference to various newspaper articles, with finally a risk assessment for Malta tsunami exposure calculated.

Considering the high loss of life occurring in the Indian Ocean catastrophic tsunami, tsunami awareness hazards are to be kept ongoing whilst Malta should form part of an expected European Tsunami Warning System.

Planning is to consider various options available including tsunami barriers, evacuation paths, buildings with vertical evacuation facilities. It would be more prudent to work with nature by moving all inessential structures further into the interior and to protect the shoreline with suitable vegetation.

Creates a Mediterranean/Maltese awareness to tsunami hazards/risks in a highly developed tourist region.

Two disastrous Tsunamis, one on the west coast of Sumatra Island, Indonesia, in 2004 and another in North East Japan in 2011, had seriously destroyed a large number of bridges. Thus, experimental tests in a wave flume and a fluid structure interaction (FSI) analysis were constructed to gain insight into tsunami bore force on coastal bridges.

Various wave heights and shallow water were used in the experiments and computational process. A 1:40 scaled concrete bridge model was placed in mild beach profile similar to a 24 × 1.5 × 2 m wave flume for the experimental investigation. An Arbitrary Lagrange Euler formulation for the propagation of tsunami solitary and bore waves by an FSI package of LS-DYNA on high-performance computing system was used to evaluate the experimental results.

The excellent agreement between experiments and computational simulation is shown in results. The results showed that the fully coupled FSI models could capture the tsunami wave force accurately for all ranges of wave heights and shallow depths. The effects of the overturning moment, horizontal, uplift and impact forces on a pier and deck of the bridge were evaluated in this research.

Photos and videos captured during the Indian Ocean tsunami in 2004 and the 2011 Japan tsunami showed solitary tsunami waves breaking offshore, along with an extremely turbulent tsunami-induced bore propagating toward shore with significantly higher velocity. Consequently, the outcomes of this current experimental and numerical study are highly relevant to the evaluation of tsunami bore forces on the coastal, over sea or river bridges. These experiments assessed tsunami wave forces on deck pier showing the complete response of the coastal bridge over water.

It has been observed in a number of recent disasters, and most evidently after the South Asian tsunami, that remote, underdeveloped, and most vulnerable communities take the longest to recover, in‐spite of an abundance of resources available for supporting them. The loss compounding approach of analysing the tsunami impact is a useful way of identifying those factors within the recovery process that need attention for helping affected communities get rehabilitated in a better and faster manner. The paper seeks to address this issue.

The paper looks at how and why the recovery process has been slower and less efficient in the tsunami affected small island communities of India as compared to the mainland communities. This is further analysed in terms of the physical, social and environmental impacts and their recovery aspects.

The paper identifies good governance and social capital as important elements for ensuring equitable recovery processes, and for ensuring appropriate capacity building in marginalised and highly vulnerable communities.

The practical implications of the discussed approach and findings are two pronged: governance needs to be responsive to community systems; and communities need to tap into their social capital to enhance their local coping capacities. Participation is a primary element in achieving these goals. Participation is a crucial element of governance to ensure that it is responsive, locally relevant, and accountable to specific needs of less represented communities. At the same time, it is also a critical process that enables local realilsation of needs and contexts, and creates an environment of capacity building at the grassroot level.

The paper highlights the continuing lack of recognition of the importance of local coping capacities, with no appreciation of the fact that rehabilitation needs to be based on local resources, determined by local capacities, and decided by local communities.

The paper aims to discuss the findings of a humanitarian logistics manager field study on response activity concerning the 2004 tsunami disaster in terms of what should have occurred and to present a comprehensive hindsight‐analysis case for a model placing natural disaster response activity clearly within the context of local‐nation‐led, holistic and inclusive natural disaster planning.

The qualitative testing of a conceptual framework of natural‐disaster response requirements through interviews with tsunami‐response logistics managers, the analysis of the findings in the light of tsunami‐hindsight “effective disaster management” themes of recent academic literature and multi‐agency reports and the development of the holistic, inclusive planning model.

That natural disaster response activity needs to be viewed holistically in the context of a disaster management planning continuum that ideally starts well before the response action is required and of which locally‐led inclusiveness is a crucial component.

The model needs to be tested for its applicability as a planning instrument and guide for response activity in the context of future natural disasters.

The holistic/inclusive planning model has been developed to guide natural disaster planners as well as add to academic discourse in the search for natural disaster management solutions.

The study is original with its field‐based qualitative research foundation and reflective hindsight analysis.

The purpose of this paper is to identify the factors, such as the different strategies adopted and the size of the company, that have a significant determining impact on the financial performance of companies in extreme circumstances.

The research target of this paper is the small and medium enterprises (SMEs) in Hong Kong. This is quantitative research and it is done on a survey basis, which includes hypothesis setting and statistical analysis. In addition, constructive suggestions are given to companies after analyzing the current situation.

In total, ten factors from four dimensions are determined as the critical strategies for the company to adopt in an uncertain financial situation. The result shows the influence of different factors on return on investment for the companies with different backgrounds.

The business environment today is full of turbulence and uncertainties; this, along with the fierce global competition, means that manufacturers are all struggling to survive. The financial tsunami that has swept across the global economy is believed to be the most catastrophic in living memory. Therefore, this research will be especially valuable and useful to companies which wish to achieve excellence in business performance in spite of such a global disaster.

Manufacturers worldwide have suffered badly from the impact of the financial tsunami. The SMEs in Hong Kong are certainly not an exception. However, under the same adverse conditions, some have been able to maintain their stability or even thrive. The findings suggest some specific corporate strategies which will enable companies to survive and remain competitive.