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The purpose of this paper is to apply social theory to the creation of a mass-media communications intervention designed to encourage earthquake-resistant construction in Nepal.

A three-step process was employed in this study: first, a narrative literature review was completed regarding the motivation of protective action. Second, key informant elicitation interviews with 15 community members at five public schools who supported making their buildings earthquake-resistant informed the script for a documentary film. Finally, the film was reviewed with stakeholders, plus 16 community members associated with a school in need of seismic work. Sociograms were used to determine relative closeness of the study participants to the film role models.

Motivating factors identified in the literature synthesis were included in the film, which focussed on effective actions taken by role models, and avoided the use of fear-based appeals. Key informant interviews yielded role-modeling details for the film script, including triggers and obstacles faced by the community members, and outcomes of their actions. Sociogram outcomes guided film editing and increased relative screen time for those community members with whom the study participants felt greater closeness. A pretest-posttest cluster randomized trial (details reported elsewhere) showed greater gains in knowledge, perceived outcome effectiveness, and intended behaviors among intervention film viewers than control participants.

This three-step process yielded the information required by a practitioner to develop a theory-based, culturally appropriate mass-media intervention designed to motivate reduction of disaster risk.

The purpose of this research is to show significant points which can be used in the architectural design process by investigating the basic principles of earthquake resistant design (ERD) in a deductive format and to contribute to the architectural perception in ERD.

First, the structural irregularity types are examined depending on the rules defined in the Turkish Earthquake Code, 2007 (TEC). Then, architectural design failures related to earthquake resistance of buildings under earthquake loading are visualized and solution suggestions in literature are described in detail by supported drawings.

The problems causing structural irregularities are investigated deeply with given solutions in literature. It is obtained that the significant factors affecting the earthquake performance of structures are: architectural form, structural configuration, slenderness ratio, the location and rate of floor openings, projection rates and symmetry, rigidity and strength differences between floors, short columns, pounding effect. Social implications – The practical design decision rules can contribute to the phenomena of earthquake resistant architectural design and can encourage adoption of these rules in building industry.

This study aims to gain an understanding of the problems in projects in terms of structural irregularities, and then manage to solve the problems using problem‐oriented approaches. The suggested solutions can be adopted and applied to future projects for designing earthquake resistant buildings.

Until the Loma Prieta earthquake of 17 October 1989, also known as the “World Series earthquake” or the “San Francisco earthquake,” many of us may have considered earthquakes a remote danger. But instantaneous television transmission from the interrupted World Series game and frightening images of the collapsed Cypress Viaduct and the burning Marina district transformed this incident from a distant disaster into a phenomenon that touched us all. The Loma Prieta earthquake was followed in December 1990 by the inaccurate but widely publicized New Madrid earthquake prediction. Despite its inaccuracy, this prediction alerted the public to the fact that the largest earthquake ever to have occurred in the United States occurred not in California or Alaska, but in Missouri, and that a large earthquake could occur there again. Americans are discovering that few places are immune to the possibility of an earthquake.

Introduction The 1985 earthquake in Mexico City served as a sobering reminder of the destructive effects that earthquakes can have on well‐constructed and engineered buildings. The collapse of some 120 tall buildings in steel and reinforced concrete, many designed to a modern earthquake building code, and serious damage in several hundred more, might suggest that modern methods are powerless to prevent catastrophe in an extreme event. Less informed observers even concluded (erroneously) from the generally good performance of 18th and 19th century masonry buildings in the earthquake that we have somehow lost the art of earthquake resistant design which our fore‐fathers knew. The reasons for the selectiveness of attack and the poor performance of modern construction in the Mexico earthquake have been widely discussed (for example, Booth et al.1) and are reasonably well understood.

The aim of this study is to question the relationship between architectural ethical codes and faults in earthquakes. Earthquakes have devastating effects on all societies in history and today. And the relationship and importance of the architect and building, one of the most important roles of these destructive effects, is once again revealed in every earthquake. Although there are some restrictions or warnings for architects and the architectural profession to reduce this destructive effect in many regulations and ethical codes, it is possible to see the defects caused by architectural design and the destruction caused by these defects in every new earthquake.

In this study, the most destructive earthquakes in Turkey in the past 20 years (Bingöl, Van, Elazig and Izmir) and the 1999 Marmara earthquake, which was the most destructive earthquake in Turkey’s recent history, and the damages occurred in these earthquakes and their causes were examined. Although the scope of the study is “destructive earthquakes that have occurred in the past 20 years in Turkey”, the Marmara Earthquake, which occurred in 1999, when the destructive effect of the earthquake was seen the most and architectural design errors were intense, was also included in the scope of the study. And to have a more comprehensive understanding of how these defects are examined in terms of ethical codes and to make a more comprehensive comparison, ethical codes from different countries in the world have been researched and a review has been made on topics such as public welfare, human rights and raising the standard of the profession.

This study concludes by reviewing the key factors learned from the examined ethical codes of different countries. Finding ethical codes of different countries was challenging to gain approval. In addition, the study ends with recommendations in terms of questioning the regulations and education curriculum relations on a country basis.

This study, which targets architect candidates who carry out the profession of architecture and continue their architectural education, evaluates the architectural design flaws seen in earthquakes through ethical codes and forms a basis for further studies.

This Study aims to present the seismic hazard assessment of the earthquake-prone eastern of Iran that has become more important due to its growing economic importance. Many cities in this region have experienced life and financial losses due to major earthquakes in recent years. Thus, in this study the seismic hazard maps and curves, and site-specific spectrums were obtained by using probabilistic approaches for the region.

The seismotectonic information, seismicity data and earthquake catalogues were gathered, main active seismic sources were identified and seismic zones were considered to cover the potential active seismic regions. The seismic model based on logic tree method used two seismic source models, two declustered catalogues, three choices for earthquake recurrence parameters and maximum considered earthquakes and four ground motion predicting (attenuation) models (GMPE).

The results showed a wide range of seismic hazards levels in the study region. The peak ground acceleration (PGAs) for 475 years returns period ranges between 0.1 g in the north-west part of the region with low seismic activity, to 0.52 g in the south-west part with high levels of seismicity. The PGAs for a 2,475-year period, also ranged from 0.12 to 0.80 g for the same regions. The computed hazard results were compared to the acceptable level of seismic hazard in the region based on Iran seismic code.

A new probabilistic approach has been developed for obtaining seismic hazard maps and curves; these results would help engineers in design of earthquake-resistant structures.

The objective of this study is to investigate the concept of “earthquake resistance” in high-rise buildings and assess the current level of structural strength in the areas where these structures are situated. The study aims to identify and implement necessary measures to enhance resilience in these areas. A comprehensive literature review was conducted to develop a conceptual framework focusing on earthquake resistance's meanings, stages and physical elements to achieve these goals.

This study focuses on Istanbul, a city known for its high earthquake risk, specifically targeting the Atasehir district. The research utilizes the DEMATEL (Decision-Making Trial and Evaluation Laboratory) method to evaluate urban resilience parameters. Additionally, the Fuzzy TOPSIS (Preference Ranking Technique by Similarity) method is employed to analyze the location of five buildings in Atasehir, using criterion weights derived from this methodology.

The findings indicate that resilience varies depending on the distance of the buffers. Moreover, the amount and quality of urban equipment in the study areas have a significant impact on the earthquake resistance level of the surrounding areas where high-rise buildings are situated. Building upon this analysis, the study suggests the implementation of measures aimed at augmenting the quantity and quality of urban facilities in the study areas, consequently enhancing urban resilience.

The originality and value of this study lie in its examination of seismic resilience within the context of high-rise buildings and the identification of necessary measures to increase resilience in areas where these structures are prevalent. By focusing on Istanbul, a city with a high earthquake risk, and specifically selecting the Atasehir district as the study area, this research provides a comprehensive conceptual framework for understanding urban resilience and its physical components. Moreover, the study offers a fresh perspective on urban resilience by highlighting the influence of tall buildings on the surrounding areas. Ultimately, it provides practical recommendations for architects, urban planners and other stakeholders to improve regional earthquake resilience.

This paper aims to improve the seismic building design (SBD) work process for Malaysian Government projects.

Semi-structured interviews were virtually conducted to a small sample size of internal and external stakeholders from the Malaysian Government technical agency. There were seven of them, comprising Structural Engineers, an Architect, a Quantity Surveyor and consultants-linked government projects. The respondents have at least five years of experience in building design and construction.

The paper evaluates the current SBD work process in the government technical agency. There were four main elements that appear to need to be improved, specifically in the design stage: limitations in visualization, variation of works, data management and coordination.

This study was limited to Malaysian Government building projects and covered a small sample size. Therefore, further research is recommended to extend to other government agencies or ministries to obtain better results. Furthermore, the findings and proposal for improvements to the SBD work process can also be replicated for other similar disasters resilience projects.

The findings and proposal for improvements to the SBD work process can also be replicated for other similar disasters resilience projects.

This study was limited to government building projects and covered a small sample size. Therefore, further research is recommended to extend to other government agencies or ministries to obtain better results. Furthermore, the findings and proposal for improvements to the SBD work process can also be replicated for other similar disasters resilience projects.

This study provides an initial step to introduce the potential of building information modeling for SBD in implementing Malaysian Government projects. It will be beneficial both pre-and post-disaster and is a significant step toward a resilient infrastructure and community.

This study aims to focus on security measures for protecting transportation buildings from vehicle bomb attacks. It discusses ways to mitigate the effects of vehicle bomb terrorist attacks through architectural design decisions on transportation buildings.

The main research topic is the evaluation of architectural design decisions for vehicle bomb attacks at transportation buildings with the multi-criteria decision-making method. First, it was investigated which characteristics the impact of the explosion on the structures depended on. The measures for vehicle bomb attacks regarding the relationship between the urban scale and the building were determined by four main criteria and 17 sub-criteria. Due to the complex and ambiguous nature of architectural design, these criteria were evaluated by the analytic hierarchy processes. After the criteria weights were obtained, the alternative sample buildings, including the train stations and airports, were evaluated with the Technique for Order Preference by Similarity to an Ideal Solution method.

The site security design was determined as the most effective component for vehicle bomb attacks among the main criteria. The most important sub-criterion was the perimeter firewall. In the evaluations of the alternatives, it was determined that airports performed better against vehicle bomb attacks in terms of architectural design requirements than train stations.

This research contributes to the literature for the countries where explosions occur intensively by determining the importance of architectural design parameters for the transportation buildings and surroundings against vehicle bomb attacks. This study provides an evaluation model based on transportation buildings considering the relationship between the urban scale and the building itself.

This article draws on a study of best practices in work-integrated learning (WIL) identified in the Middlesex University Degree Apprenticeships Development Fund (DADF) Project, which examined their application for four public sector degree apprenticeships (DAs). The authors suggest that WIL pedagogical practices deployed to deliver DAs can bridge traditional pedagogical and occupational divisions while building institutional resilience in a post-viral world. The paper is intended to contribute to both practitioner and policy-level discourse regarding the best practice in WIL for DAs.

A literature review of key texts was used to identify “success characteristics” in WIL “signature” pedagogies, with potential applicability for DA design and delivery. These characteristics were used to frame interrogation of best pedagogical practices, using the best practice matrix developed. Semi-structured interviews were conducted with selected expert practitioners to examine their matrix responses and to discuss the researcher's initial “read-across” analysis of best practices and possible implications for pedagogical practice in WIL for DAs across other sectors. This paper also draws on feedback from employer groups who were consulted on the project report recommendations and further feedback from a national project dissemination conference in 2018. The findings from the research project have also been re-evaluated with reference to further literature in the context of the challenges presented by coronavirus disease 2019 (COVID-19).

The findings from the study indicate that pedagogical best practices were to a significant degree transferable across professions and sectors; success characteristics in one pedagogical area (for example, mentoring/practice education) underpin success in another (recognition of prior learning [RPL] and practice-based assessment of achievement); success characteristics in WIL can also be applied and operated across professions and sectors to demonstrate how the best practice in WIL should be applied in the design of DAs more generally.

The original project research study focussed on WIL pedagogical practices in four specified professions across four public sectors within one institution. This approach, though limited, enabled the research study to focus on in-depth qualitative interactions with practitioners from different sectors rather than institutional differences. As a consequence, the research study was able to focus on in-depth and dynamic interrelationships in pedagogical practice from the perspective of the professions, which facilitated productive examination of similarities and differences across these professions.

The research study provided evidence of the potential value of a more explicit recognition of WIL practice in the higher education sector and how consistent approaches to WIL should inform programme design. This has potential to improve the quality of curriculum design and pedagogy across DA programmes and provide a valuable reference point for quality assuring this provision.