Physical and emotional development of adolescents with low motor competence: Mothers’ perspectives

Background Parent support influences adolescent’s social-emotional well-being. One factor that may influence parent’s perception of support is their child’s level of motor competence. Aim The purpose of this study was to explore mothers’ experience of providing support for the health of adolescents with low motor competence physical and emotional development. Methods A phenomenological approach was used to guide this study. After initial screening, five one-on-one interviews with mothers of adolescents aged 12–16 years were conducted. Results Analysis of the interviews identified five themes of ‘supportive building blocks’, ‘building achievement and commitment,’ ‘building mechanisms for future support’ ‘building stability in relationships’ and ‘building confidence and a sense of autonomy’. Mother’s awareness of their child’s motor difficulties resulted in their active provision of alternative strategies for their child by building self-confidence and seeking support from health professionals. Conclusion Mothers were aware of their child’s inadequacies and actively sought support to help with their development. Support services that recognise low motor competence could better help mothers support their adolescent’s development. One implication arising from this study is the importance of using multi-disciplinarian teams such as occupational therapist, exercise physiologist and parents to help children with low motor competence.

Collapse of public buildings, stability checks and the roles of facility managers in Ghana

PurposeThe study investigated the perceived causes of structural failure of public buildings, frequency of stability checks, stability checking procedures, measures to enhance public building stability checks and the roles of facility managers in the Accra Metropolis of Ghana.Design/methodology/approachFollowing a comprehensive literature review, the study employed a structured questionnaire survey and gathered the opinions of sixty-seven facility managers on the facility management practices. Following statistical pretesting of the dataset for reliability, distribution and agreement among the responses, the study analysed the dataset using mean scoring and weighted analysis.FindingsThe analysis showed that external building inspectors rarely inspect stability checks of the studied public buildings in Accra. It is also found that both reactive and proactive stability checking protocols are implemented in public buildings in Accra, but inadequate knowledge of facility managers limits technical stability checks. The study further revealed that stability checks of public buildings can be enhanced through incorporating site and location conditions into the design early upfront, active engagement of facility managers in the design and construction of public buildings, adequate budgetary provisioning for planned maintenance of public buildings, and encouraging appropriate use of public buildings.Originality/valueThis paper, to the best of the authors' knowledge, represents the first attempt to comprehensively examine the causes of structural failure of public buildings, frequency of stability checks, stability checking procedures, measures to enhance public building stability checks and the roles of facility managers in Ghana, from the perspective facility management.

DESAIN SABO DAM TIPE CONDUIT SEBAGAI PENGENDALI DAYA RUSAK ALIRAN DEBRIS

ABSTRAKSungai Air Kotok di Kabupaten Lebong, Bengkulu memiliki litologi batuan yang rapuh akibat pengaruh panas bumi, kondisi tersebut menyebabkan rentan mengalami pergerakan massa tanah/batuan. Oleh karena itu, diperlukan upaya mitigasi untuk mengurangi risiko bencana dengan perencanaan bangunan pengendali aliran debris berupa sabo dam. Penelitian ini bertujuan untuk merencanakan desain sabo dam tipe conduit yang dirancang secara seri dan mengevaluasi stabilitas sabo dam berdasar SNI 2851:2015. Hasil perhitungan menunjukkan debit puncak untuk kala ulang 100 tahun sebesar 171,21 m3/detik. Empat seri sabo dam memiliki dimensi lebar pelimpah rerata ± 40 m, kedalaman aliran debris sebesar 1 m, dan tinggi pelimpah ialah 2,4 m. Stabilitas sabo dam saat banjir diperoleh faktor aman untuk stabilitas geser dan guling sebesar 3,46 ; 1,62. Adapun faktor aman terhadap pengaruh aliran debris untuk stabilitas geser dan guling adalah 3,30 ; 1,58. Berdasarkan hasil analisis, empat seri sabo dam tipe conduit yang dirancang mampu mengendalikan daya rusak banjir maupun aliran debris.Kata kunci: Hidraulika sungai, aliran sedimen, bangunan sabo, stabilitas sabo ABSTRACTAir Kotok River in Lebong Regency, Bengkulu Province has the lithology of weathered rock which is a result of geothermal process, this condition causes to be susceptible to land / rock mass movements. Therefore, the mitigation efforts are needed to reduce the risk from disaster by design debris flow control such as sabo dam. This study aims to design series of conduit type sabo dam and evaluate the stability based on SNI 2851: 2015. The calculation shows that the peak discharge for the 100-year return period is 171.21 m3 / sec. The four sabo dam series have dimensions of spill width of ± 40 m, debris flow depth of 1 m, and overflow height of 2.4 m. The stability of sabo dam has safety factor in flood condition for shear and overturning stability are 3.46; 1.62, while in a debris flow condition for shear and overturning stability are 3.30; 1.58. Based on the results, the four series of conduit sabo dam are able to control the destructive power of floods and debris flows.Key word: River hydraulic, sediment flow, sabo building, stability of sabo

Tall Buildings with Outrigger and Belt Truss System as the Lateral Load Resisting System- A Review

In case of tall buildings stiffness is considered as the most important structural property than the other design criteria. Increase in stiffness of the structural elements leads to improved building stability. Provision of outrigger and belt system is considered to be one of the best ways to improve the structural stiffness in a building. This paper presents the concepts of outrigger system and different types of outrigger. Performance of tall buildings with different number of stories and different types of outrigger systems under wind and seismic forces done by various researchers are elaborately discussed in this paper. Review of various research works on the topic Tall buildings with outrigger belt systems is done and presented in this paper.

Comparison between Defence Healthcare Engagement and humanitarian assistance

Humanitarian assistance and Defence Healthcare Engagement have traditionally both been taught on the Medical Humanitarian Stabilisation Operations Course. However, the two activities are distinct. This paper outlines the critical differences between them, focusing on their specific purposes, scope, timescales and ethics. Humanitarian assistance will remain a distinct activity with a focus on the relief of suffering, guided by international norms, while Defence Healthcare Engagement will encompass a broader range of activities, less constrained by internationally agreed principles. This presents an opportunity for the Defence Medical Services to directly contribute to projecting UK influence, preventing conflict and building stability. However, it requires the Defence Medical Services to take responsibility for the ethical issues that Defence Healthcare Engagement raises. This paper recommends the development of an ethical framework that reconciles the strategic aims of Defence Healthcare Engagement with maximising patient welfare at the tactical level. This is a paper commissioned as a part of the Humanitarian and Disaster Relief Operations special issue of BMJ Military Health.

Analysis of the global tall buildings stability in flat slabs considering the soil structure interaction

The global stability of tall reinforced concrete buildings made up of flat slabs is guaranteed, among other factors, by the existence of considerably rigid elements such as elevator cores and stairways. Such rigid cores recurrently have the "L" or "U" format because they fit the architectural design better. However, it should be emphasized the considerable relevance and influence of the slabs transversal bending stiffness in the building stability. The slabs act in conjunction with the columns in the building stability, in the so-called rigid diaphragm effect. That is, they combine the horizontal displacements in each floor and promote a partial restriction to the warping of the rigid cores and the rotation of the ends of the columns, thus reducing the horizontal displacements and the effects of 2nd order. In contrast the slabs transversal bending stiffenes, it should be emphasized the importance of considering the soil-structure interaction (ISE) in the buildings stability. In buildings formed by flat slabs ISE gains considerable relevance because of their characteristics, ie such buildings are particularly sensitive to the influences of soil-structure interaction. In this work, emphasis is placed on the influence of cross-bending rigidity on slabs and on Soil-Structure Interaction in the analysis and verification of the global stability of multi-storey buildings formed by flat slabs and rigid cores.

Assessment of Building Collapse Impact on Socio Economic Development in Port Harcourt Metropolis of Rivers State

The rate of disorganized building construction in Nigeria especially Port Harcourt Metropolis is to a great degree aggravating building collapse, due to construction inefficiencies, leading to loss of lives and properties. This is resulting in genuine difficulties to building business owners/partners, land lords and users culminating in failure /wastage of cash related endeavors. Each developed building structure has to satisfy the needs of urban residents in meeting the socio-economic goals of prosperity, serviceability and economy. It is against this setting the structural stability of buildings needs to be examined to fix up the inevitable responsibility on a set of city planning officials and building developers for building collapses. In the absence of a rigorous technically approved non corrupt examination of building stability, the entire process of achieving socio-economic growth of urban citizens fails, affecting the overall development of Port Harcourt Metropolis. The examination is coordinated through basic and discretionary data. The basic data was delivered utilizing composed well organized surveys to help the city planners to accomplish the overall success of making Port Harcourt Metropolis, a well developed urban conglomeration. To ensure the planned examination technically efficient and viable, Cronbach's alpha and t-test were used for the examination. The result revealed that five fundamental segments of wisdom based knowledge enhancement planning and administrative factors, if properly implemented, can yield honest, good and critical frameworks for overcoming breakdown or disillusionment of responsible establishments in the state. The factors for poor stability of building structures are: Non-approval of building controls, inadequate learning of advancement materials, Lack of on the site area specific readily implemented technical details, insufficient resources and Construction issues. As per the Millennium/Sustainable Development Goals (MDG/SDG), this examination fills in as a fundamental gadget for approach makers to ensure that development standard is passed as a law in Port Harcourt Metropolis of Rivers state, to avoid repetition of construction inefficiencies.