• Title/Summary/Keyword: strengthening technique

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Institutional Strategy of Palm Oil Independent Smallholders: A Case Study in Indonesia

  • ANWAR, Khairul;TAMPUBOLON, Dahlan;HANDOKO, Tito
    • The Journal of Asian Finance, Economics and Business
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    • v.8 no.4
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    • pp.529-538
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    • 2021
  • This article aims to describe the institutional structuring strategy of independent smallholders in accelerating sustainable economic development, by taking the example of the cow-coconut integration system (SISKA) problem in Sialang Palas Village, Riau. The method used identified stakeholders related to SISKA; the stakeholder's goals and interests, farmers' social and institutional bases, and self-help farmer socio-economic networks. First, identification of various factors through strengths, weaknesses, opportunities, and threats (SWOT) analysis techniques. Second, through the Modern Political Economy analysis technique. Third, imparting knowledge and skills to the farmers and village officials through a collective learning process in utilizing natural resource waste and social resources. The results showed that the farmer management strategy in the reform era started by clustering the interests of farmers. The dynamics of structuring group relations between the chairman and members with farmers outside the group are the basis for strengthening the local ideology of independence in the future. This institutional structuring strategy that focuses on access to farm power in the village decision-making process encourages a more integrated work of farmer organizations. The analysis above shows that the independent smallholder institutional engineering through regulation, organization, and resources are determined by the farmer household economic factors and the application of the value of local wisdom.

In-plane seismic performance of masonry wall retrofitted with prestressed steel-bar truss

  • Hwang, Seung-Hyeon;Kim, Sanghee;Yang, Keun-Hyeok
    • Earthquakes and Structures
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    • v.19 no.6
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    • pp.459-469
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    • 2020
  • An external prestressed steel-bar truss unit was developed as a new strengthening technology to enhance the seismic performance of an in-plane masonry wall structure while taking advantage of the benefits of a prestressed system. The presented method consists of six steel bars: two prestressed vertical bars to introduce a prestressing force on the masonry wall, two diagonal bars to resist shear deformation, and two horizontal bars to maintain the configuration. To evaluate the effects of this new technique, four full-scale specimens, including a control specimen, were tested under combined loadings that included constant-gravity axial loads and cyclic lateral loads. The experimental results were analyzed in terms of the shear strength, initial stiffness, dissipated energy, and strain history. The efficiency of the external prestressed steel-bar truss unit was validated. In particular, a retrofitted specimen with an axial load level of 0.024 exhibited a more stable post behavior and higher energy dissipation than a control specimen with an observed complete sliding failure. The four vertical bars of the adjacent retrofitting units created a virtual column, and their strain values did not change until they reached the peak shear strength. The shear capacity of the masonry wall structure with external prestressed steel-bar truss units could be predicted using the model suggested by Yang et al.

The Antecedent of Employee Engagement and Its Effect on Innovative Behavior: A Religiosity-Based Social Exchange Theory (SET) Perspective

  • ARIFIN, Noor;TJAHJONO, Heru Kurnianto;HARTONO, Arif;MUAFI, Muafi
    • The Journal of Asian Finance, Economics and Business
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    • v.8 no.7
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    • pp.313-322
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    • 2021
  • This study aims to analyze the influence of religiosity, spiritual leadership, and work-life balance and its impact on innovative behavior through the mediating effect of employee engagement on the state-owned sharia bank of Central Java Province. The total sample of this study is 226 respondents taken from state-owned sharia bank in 6 Regencies/Cities in the former Karisedenan of Central Java. Samples are taken using a cross-sectional approach. The sampling technique is using the division of regions based on clusters (cities) and is carried out using a purposive sampling method. The results indicate that the indirect influence of all independent variables on innovative behavior through the mediating effect of employee engagement is found to be significant. This study views employee engagement from the perspective of religiosity-based social exchange theory so that religious values in the interaction relationship can be fairly applied and respected by the employees of the state-owned sharia bank. Managers can socialize the importance of spirit behavior to employees so that it can be their everyday attitude and becomes their guide for work. Leaders can become role models in straightening intentions while working as well as conditioning the conscience to always think positively at work by strengthening work engagement in sharia banking institutions.

New approach of composite wooden beam- reinforced concrete slab strengthened by external bonding of prestressed composite plate: Analysis and modeling

  • Tahar, Hassaine Daouadji;Tayeb, Bensatallah;Abderezak, Rabahi;Tounsi, Abdelouahed
    • Structural Engineering and Mechanics
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    • v.78 no.3
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    • pp.319-332
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    • 2021
  • The wood-concrete composite is an interesting solution in the field of Civil Engineering to create high performance bending elements for bridges, as well as in the building construction for the design of wood concrete floor systems. The authors of this paper has been working for the past few years on the development of the bonding process as applied to wood-concrete composite structures. Contrary to conventional joining connectors, this assembling technique does ensure an almost perfect connection between wood and concrete. This paper presents a careful theoretical investigation into interfacial stresses at the level of the two interfaces in composite wooden beam- reinforced concrete slab strengthened by external bonding of prestressed composite plate under a uniformly distributed load. The model is based on equilibrium and deformations compatibility requirements in all parts of the strengthened composite beam, i.e., the wooden beam, RC slab, the CFRP plate and the adhesive layer. The theoretical predictions are compared with other existing solutions. This research is helpful for the understanding on mechanical behaviour of the interface and design of the CFRP- wooden-concrete hybrid structures.

The Spatial Distribution of Elderly Welfare Service in South Korea

  • PARK, Yoonhwan;LIM, Hyunchul
    • Journal of Distribution Science
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    • v.20 no.3
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    • pp.71-82
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    • 2022
  • Purpose: This study aims to not only measure the elderly welfare supply index but investigate spatial patterns and determinants of local elderly welfare services in South Korea. Research design, data, and methodology: The index for local elderly welfare services is measured by employing standardized scores for critical variables related to elderly welfare. The present study utilized the GIS technique and Moran's I index to examine spatial patterns of elderly welfare services. The determinants of local elderly welfare service are analyzed by a series of regression models using R. Results: Spatial imbalance and asymmetric distribution were serious in the supply of elderly welfare service. It was also confirmed that the factors affecting the level of welfare services for the elderly vary depending on the type of service. In particular, the higher the proportion of the elderly population and the social welfare budget, the lower the level of welfare services for the elderly. Conclusions: Given the circumstance of spatial mismatch between supply and demand for elderly welfare services, it is necessary to consider and provide policy tactics about how the economic benefits and welfare budgets generated in the region can contribute to strengthening the welfare service system for the elderly.

Relationship between the Craniovertebral Angle, Cervical Lordosis, and Cervical Muscles

  • Park, Joo-Hee;Lim, One-Bin
    • Journal of the Korean Society of Physical Medicine
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    • v.17 no.1
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    • pp.41-48
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    • 2022
  • PURPOSE: This study examined the relationship between the cervical lordosis angle (CLA) and the craniovertebral angle (CVA) and between CVA and a cross-sectional area (CSA) of the cervical muscles. METHODS: In 17 healthy college students, the CLA was measured using a posterior tangent technique. The CVA was analyzed using photographic images, and the CSA of the cervical muscles, including longus colli, longus capitis, and sternocleidomastoid, was evaluated using computerized tomography. The Pearson's correlation coefficient was used to determine the relationship between these variables and a neck disability index. RESULTS: The CVA correlated with the CLA and with a CSA of longus colli (r = .487, p = .047 and r = .592, p = .012, respectively). The CLA correlated with a CSA of longus colli (r = .578, p = .015). CONCLUSION: This study clarified the relationship between the postural, structural, and muscular changes in the cervical regions. A significant correlation was observed between the CVA and a CSA of the longus colli with the CLA and between the CVA and the CSA of the longus colli. Prescription strengthening exercises for the deep neck flexors for individuals with a forward head posture and reduced cervical lordosis are useful.

New technique for repairing circular steel beams by FRP plate

  • Daouadji, Tahar Hassaine;Abderezak, Rabahi;Rabia, Benferhat
    • Advances in materials Research
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    • v.11 no.3
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    • pp.171-190
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    • 2022
  • In this paper, the problem of interfacial stresses in steel cantilever beams strengthened with bonded composite laminates is analyzed using linear elastic theory. The analysis is based on the deformation compatibility approach, where both the shear and normal stresses are assumed to be invariant across the adhesive layer thickness. The original study in this paper carried out an analytical solution to estimate shear and peel-off stresses, as, interfacial stress analysis concentration under the uniformly distributed load and shear lag deformation. The theoretical prediction is compared with authors solutions from numerous researches. This phenomenon of deformation of the members, which gives probably approach on the study of interface of the reinforced structures, is called "shear lag effect". The resolution in this paper shows that the shear stress and the normal stress are significant and, are concentrated at the end of the composite plate of reinforcement, called "edge effect". A parametric study is carried out to show the effects of the variables of design and the physical properties of materials. This research is helpful for the understanding on mechanical behaviour of the interface and design of such structures.

A Study on the Effect of Public Library Service Scape on Customer Loyalty (공공도서관의 서비스스케이프가 고객충성도에 미치는 영향에 관한 연구)

  • Kim, Young Hee;Jo, Dong Hyuk
    • Journal of Korean Society for Quality Management
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    • v.51 no.1
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    • pp.19-36
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    • 2023
  • Purpose: The purpose of this study is to empirically verify the structural relationship between public library service-scape, flow, user satisfaction, and customer loyalty for adults who use public libraries for academic purposes in a changing public library environment. To this end, this study reviewed the concepts of public library service-scape, immersion, user satisfaction, and customer loyalty with existing literature, proposed a research model based on this, and empirically verified them. Methods: This study collected and statistically analyzed data for adults using public libraries for the purpose of reading books or studying. The collected data were checked using SPSS 24.0 and AMOS 24.0 and the research hypothesis was verified by analyzing the results using the structural equation modeling technique. Results: The results of the study are as follows. First, spatiality, aesthetics, and amenity of service-scapes have a positive effect on flow. Second, spatiality and amenity of service-scapes have a positive effect on user satisfaction. Third, Flow has a positive effect on user satisfaction. Fourth, Flow and user satisfaction have a positive effect on customer loyalty. Conclusion: This study is meaningful in that it suggests a strategic direction to enhance the service competitiveness of public libraries by strengthening the service-scape.

Seismic performance comparison of existing public facilities strengthened with RC jacketing and steel bracing

  • Zu Irfan;Abdullah Abdullah;Azmeri Azmeri;Moch. Afiffuddin;Rifqi Irvansyah
    • Earthquakes and Structures
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    • v.25 no.1
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    • pp.43-56
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    • 2023
  • Banda Aceh is one of the areas that sustains the most damage during a natural disaster because it contains so many houses, office buildings, public facilities, and schools. Public structures in coastal areas are highly susceptible to earthquakes, resulting in high casualties and property damage. Several public structures were reconstructed during the reconstruction and rehabilitation period. Because this building is located in an area with a high risk of earthquakes, its capacity must be analyzed initially. Additionally, history indicates that Aceh Province has been struck by numerous earthquakes, including the largest ever recorded in 1983 and the most recent earthquake with a magnitude of 9.3 SR on December 26, 2004. The city of Banda Aceh was devastated by this earthquake, which was followed by a tsunami. The possibility of a large earthquake in Banda Aceh City necessitates that the structures constructed there be resistant to seismic risk. This study's objective was to evaluate the seismic performance of the existing building by applying the method of strengthening the structure in the form of jacketing columns and the addition of steel bracing in order to estimate the performance of the structure using multiple ground motions. Therefore, several public buildings must be analyzed to determine the optimal seismic retrofitting technique.

Evaluating performance of the post-tensioned tapered steel beams with shape memory alloy tendons

  • Hosseinnejad, Hossein;Lotfollahi-Yaghin, Mohammad Ali;Hosseinzadeh, Yousef;Maleki, Ahmad
    • Earthquakes and Structures
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    • v.23 no.3
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    • pp.221-229
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    • 2022
  • The external post-tension technique is one of the best strengthening methods for reinforcement and improvement of the various steel structures and substructure components such as beams. In the present work, the load carrying capacity of the post-tensioned tapered steel beams with external shape memory alloy (SMA) tendons are studied. 3D nonlinear finite element method with ABAQUS software is used to determine the effects of the increase in the flexural strength, and the improvement of the load carrying capacity. The effect of the different parameters, such as geometrical characteristics and the post-tension force applied to the tendons are also studied in this research. The results reveal that the external post-tension with SMA tendons in comparison with the steel tendons causes a significant improvement of the loading capacity. According to this, using SMA tendon for the reinforcement of the tapered beams causes a decrease in weight of these structures and as a consequence causes economic benefits for their application. This method can be used extensively for steel beams due to low executive costs and simplicity of the operation for post-tension.