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"The Multi Donor Fund for Aceh and Nias (MDF) and the Java Reconstruction Fund (JRF) have played significant roles in the remarkable recovery of Aceh, Nias and Java, following some of the worst disasters in Indonesia in recent years. The MDF and the JRF, which is patterned after it, are each considered a highly successful model for post-disaster reconstruction. This paper discusses the value of a phased approach to post-disaster reconstruction as a successful means to manage short-term expectations while delivering long-lasting, results of high quality. The natural disasters of late 2004 and early 2005 left a trail of human loss and destruction in Aceh and Nias. There was huge pressure on all actors involved in the reconstruction process to act fast and get projects ready for implementation. The MDF adopted a phased approach to the reconstruction. The implementation of nearly all projects in the roads sub-sector was fully satisfactory, with positive economic benefits attributable to the various projects. Most of the projects under the MDF infrastructure portfolio placed significant emphasis on capacity building to enhance the sustainability of assets created. The MDF's experience in implementing its large-scale infrastructure program offers many lessons for future reconstruction efforts in similar contexts in Indonesia elsewhere."

"Mangrove is an essential natural resources and vital component for coastal areas both ecology and socio-economic. Adapted mangrove vegetarian on tsunami disaster is important information for mangrove rehabilitation post-tsunami. The aim of the research was to determine the structure and species richness of mangrove vegetation post-tsunami in Aceh and Nias Island by vegetation analyses and inventory methods. Field survey was carried out in March 2005 - three months after tsunami disaster. We found 20 adapted mangrove species post-tsunami in Nias Island, dominated by rhizophora apiculata. Land system of KJP was compound of 17 adapted mangrove species, and land system of PTG and KHY were each compound of 7 adapted mangrove species. Based on our research, we recommended that R. apiculata is the first priority species to be used for mangrove rehabilitation in Nias Island "

"This volume compiles the perspectives of a multi-author team examining the entire spectrum of burn reconstruction and long-term treatment. Individual chapters cover basic aspects of wound healing and scarring, and those of plastic surgery relating to tissue rearrangement and the use of flaps, as well as the long-term use of skin and skin substitutes. Furthermore, topics such as rehabilitation and scar management are addressed in detail. This part provides detailed reconstruction guidelines divided by anatomic region (e.g. face, hands,…), as well as aspects of future trends and prospects in burn reconstruction, among which are e.g. allotransplantation and bionics."

"Peta Sumber dan Bahaya Gempa Indonesia Tahun 2017 menunjukkan peningkatan pada nilai bahaya percepatan gempa terutama di wilayah sekitar Jakarta. Gempa menghasilkan pergerakan tanah yang unik, maka satu jenis loading protocol pada uji eksperimental tidak dapat menggambarkan variabilitas dari earthquake demand. Dengan mengeneralisasi penggunaan loading protocol pada suatu komponen struktur dapat mengakibatkan misleading dalam menyimpulkan seismic demand-nya. Penelitian ini bertujuan untuk mengetahui pengaruh perbedaan loading protocol pada kinerja struktur serta merupakan bagian dari penelitian skala besar terkait seismic performance pada sambungan antara spun pile dengan pile cap di Indonesia. Metode penelitian dilakukan dengan metode elemen hingga nonlinier menggunakan SAP2000 dan OpenSees dengan objek penelitiannya adalah spun pile hollow serta spun pile dengan beton pengisi. Pada spesimen tersebut, loading protocol pembebanan siklik diberikan dalam bentuk drift ratio dengan tipe loading protocol yang memiliki jumlah siklus serta pola kenaikan/penurunan nilai drift ratio yang berbeda. Pada penelitian ini diketahui bahwa tipe loading protocol pembebanan siklik yang berbeda mempengaruhi kinerja struktur dalam segi penurunan kekakuan (stiffness degradation), kekuatan (strength degradation) serta penyerapan energinya dengan trend yang kurang lebih sama. Berdasarkan penelitian ini, tipe loading protocol yang direkomendasikan untuk digunakan dalam mengetahui kinerja struktur secara optimal adalah tipe TP-01 sama dengan panduan pada ACI 364 di mana tipe loading protocol yang disarankan adalah tipe loading protocol dengan pengulangan pembebanan dalam bentuk drift ratio selama beberapa siklus sebelum pembebanan dilanjutkan dengan kenaikan nilai drift ratio selanjutnya. Pada tipe loading protocol TP-01 walaupun jumlah siklusnya cukup banyak akibat pengulangan pembebanan, tetapi penurunan kekuan dan kekuatan yang terjadi tidak terlalu besar dan penyerapan energinya cukup besar jika dibandingkan dengan tipe loading protocol lainnya.

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There is an increase of hazard value on earthquake acceleration around Jakarta. Earthquake produce unique ground movements, so one type of loading protocol for experimental test cannot determine the variability of earthquake demand. By generalizing the use of loading protocols on a structural component can lead to misleading in fulfilling its seismic demand. This study aims to determine the effect of differences in loading protocols on a structure performance, also this study is also a part of a large-scale research related to seismic performance in the connection between spun pile and pile cap in Indonesia. The research method is carried out by the nonlinear finite element method using SAP2000 and OpenSees with the research object is a spun pile hollow and spun pile with concrete infill. In these specimens, the cyclic loading with loading protocol is given in the form of a drift ratio with several type of loading protocol that has a different number of cycles, drift ratio pattern (increasing/decreasing) and the sequence of the loading protocol. Based on this research, it is known that different type of loading protocols affects the structure performance in terms of stiffness degradation, strength degradation and energy dissipation, the degradation has a similar trend. The result also shows that the recommended type of loading protocol that can be used on assessing a structure seismic performance optimally is the loading protocol TP-01, this type of loading protocol is same as the recommended type from ACI 364, where in this type of loading protocol there are a repetition of loading in the form of drift ratio for several cycles before the loading followed by an increase in the next value of drift ratio. With loading protocol TP-01, eventhough the number of cycles is quite a lot due to repetiotion loading, the stiffness and strength degradation that occurs is not too large and the energy dissipation of the structure is quite large, compared to the other types of loading protocol.

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