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Ditemukan 2228 dokumen yang sesuai dengan query
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Trahair, N.S., 1934-
London: Spon Press, 1993
624.176 TRA f
Buku Teks  Universitas Indonesia Library
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Bleich, Friedrich
New York: McGraw-Hill, 1952
620.18 BLE b
Buku Teks  Universitas Indonesia Library
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Brush, Don O.
New York: McGraw-Hill, 1975
624.171 BRU b
Buku Teks  Universitas Indonesia Library
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Geovanie Lukas Wijaya
"ABSTRAK
Pembangunan di Indonesia yang berkembang pesat setiap tahunnya, menimbulkan persaingan yang ketat di antara penyedia jasa konstruksi. Dewasa ini, banyaknya perusahaan yang menawarkan jasa konstruksi menimbulkan persaingan yang ketat untuk mendapatkan kepercayaan dari masyarakat agar menggunakan jasanya. Namun terkadang dalam realitanya terjadi persaingan yang tidak sehat, dimana terjadi perusahaan yang menawarkan jasa konstruksi yang tidak sesuai dengan bidangnya. Hal ini menandakan masih lemahnya pengawasan dari pemerintah terhadap perusahaan penyedia jasa konstruksi yang ada di Indonesia, khususnya di kota ? kota kecil. Dalam penelitian ini penyusun menganalisis suatu kasus kegagalan struktur pada bangunan pengeringan karet, yang diidentifikasikan sebagai kegagalan tekuk pada kolom ? kolomnya. Struktur bangunan dimodelkan secara tiga dimensi dengan menggunakan program SAP2000, dan analisis yang digunakan adalah statis nonlinear, dikarenakan tidak terjadi gempa sewaktu struktur bangunan mengalami keruntuhan. Dari penelitian yang dilakukan, diketahui bahwa struktur bangunan memang tidak dapat menahan pembebanan yang direncanakan. Hal ini diperparah dengan terjadinya korosi pada elemen-elemen struktur bangunan.

ABSTRACT
Development in Indonesia is growing rapidly every year, creating intense competition among providers of construction services. Nowadays, many companies offering construction services create strict competition to earn public trust to use their services. However, sometimes in practice happens unfair competition, where company offers construction services which do not correspond to its specialty. This indicates the weakness of government oversight of the construction services provider company in Indonesia, especially in the small town regions. In this study the author analyzes a case of structural failure in the crumb rubber factory that is identified as buckling in the columns. The building structure is modeled in three dimensions by using SAP2000, and the analysis used is a nonlinear static, because no earthquake occurs when the structure collapsed. From the research conducted, it is known that structures are not able to withstand the planned loading. This is exacerbated by the occurrence of corrosion on the elements of building structures. "
Depok: Fakultas Teknik Universitas Indonesia, 2011
S378
UI - Skripsi Open  Universitas Indonesia Library
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Kollar, L.
Chichester: John Wiley & Sons, 1984
624.177 62 KOL b
Buku Teks  Universitas Indonesia Library
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Harahap, Muthiah Putrilan Syamnah
"Penelitian pada tesis ini menyajikan perilaku konvergensi elemen Discrete Kirchhoff Mindlin Triangular (DKMT) terhadap analisis statik, getaran bebas, dan tekuk pada pelat Functionally Graded Material (FGM). Elemen DKMT memiliki tiga nodal dengan tiga derajat kebebasan (dof) di setiap nodalnya. Bukan hanya pada pelat tipis, elemen DKMT juga memberikan hasil yang baik pada pelat tebal. Elemen DKMT selanjutnya diformulasikan kembali untuk menganalisis studi kasus pelat FGM. FGM memiliki ketahanan terhadap suhu tinggi dan dapat mengurangi perbedaan tegangan antar material (delaminasi). Material yang digunakan dalam membentuk FGM pada penelitian ini adalah metal dan ceramic. Metal merupakan material yang tahan terhadap fleksibilitas struktur, sedangkan ceramic merupakan material yang tahan terhadap temperatur yang tinggi. Tujuan uji numerik pada pelat FGM ini adalah untuk menunjukkan perilaku konvergensi dari elemen DKMT dalam analisis statik, getaran bebas, dan tekuk. Non-dimensional perpindahan titik tengah pelat, frekuensi natural, beban tekuk kritis, dan suhu tekuk kritis selanjutnya dibandingkan dengan referensi dari literatur terkait. Perbedaan kondisi batas, tipe mesh, rasio L/h, dan indeks power-law dievaluasi. Elemen DKMT memberikan hasil yang baik dan konvergen dalam analisis statik, getaran bebas, dan tekuk pada pelat FGM.

This research presents the convergence behavior of Discrete Kirchhoff Mindlin Triangular (DKMT) element in static, free vibration and buckling analyses. The DKMT element has three nodes with 3 degrees of freedom on each node. Not only for a thin plate, but the DKMT element is also valid to be used for thick plate. The DKMT element is further reformulated to analyze FGM plate problems. FGM has high-temperature resistance and eliminates stress differences between materials (delamination). The properties of FGM that used in this paper are metal and ceramic. Metal is a material that is resistant to structural flexibility, while ceramic is resistant to high temperatures. The aim of the numerical tests on the FGM plate problems is to show the convergence behavior of the DKMT element in static, free vibration and buckling analyses. Non-dimensional the central displacement, the natural frequency, the critical buckling load, and the critical buckling temperature of FGM plates are then compared to the reference solutions. Different boundary conditions, types of meshing, ratio L and power-law index are evaluated. The DKMT element gives good results in static, free vibration and buckling analyses of the FGM plates problems."
Depok: Fakultas Teknik Universitas Indonesia, 2020
T-pdf
UI - Tesis Membership  Universitas Indonesia Library
cover
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"The actually buried pipe crossing in the project of NPP (Nuclear Power Plant) installation to be found the self problem for installation, espicially if the crossing will be subjected to loads of vehicle traffics and weight of soil, this pipe shall be make sure is not buckling during operation with deflection calculation shall be lest then 1 % ratio between radius of pipe."
Artikel Jurnal  Universitas Indonesia Library
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Chai, H. Yoo (Chai Hong Yoo)
"The current trend of building more streamlined structures has made stability analysis a subject of extreme importance. It is mostly a safety issue because Stability loss could result in an unimaginable catastrophe. Written by two authors with a combined 80 years of professional and academic experience, the objective of Stability of Structures: Principles and Applications is to provide engineers and architects with a firm grasp of the fundamentals and principles that are essential to performing effective stability analysts. Concise and readable, this guide presents stability analysis within the context of elementary nonlinear flexural analysis, providing a strong foundation for incorporating theory into everyday practice. The first chapter introduces the buckling of columns. It begins with the linear elastic theory and proceeds to include the effects of large deformations and inelastic behavior. In Chapter 2 various approximate methods are illustrated along with the fundamentals of energy methods. The chapter concludes by introducing several special topics, some advanced, that are useful in understanding the physical resistance mechanisms and consistent and rigorous mathematical analysis. Chapters 3 and 4 cover buckling of beam-columns. Chapter 5 presents torsion in structures in some detail, which is one of the least well understood subjects in the entire spectrum of structural mechanics. Strictly speaking, torsion itself does not belong to a topic in structural stability, but needs to be covered to some extent for a better understanding of buckling accompanied with torsional behavior. Chapters 6 and 7 consider stability of framed structures in conjunction with torsional behavior of structures. Chapters 8 to 10 consider buckling of plate elements, cylindrical shells, and general shells. Although the book is primarily devoted to analysis, rudimentary design aspects are discussed. The accompanying website will include additional formulas and problems based on the author's on software which is currently being used in corporations. The website will also include equations and examples based on there personal experiences. In addition, the website will include a solutions manual for those who wish to use the book as a text book for a two-semester course. Engineers, Architects, designers, and researcher will find this print/​website combination a valuable guide both in terms of its applications of verification of design of structures. Balanced presentation for both theory and practice Well-blended contents covering elementary to advanced topics Detailed presentation of the development Computer programs will be made available through the senior author's web page"
Amsterdam: Butterworth-Heinemann, 2011
624.171 CHA s (1)
Buku Teks  Universitas Indonesia Library
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Carlson, R.L.
"This book focuses on the mechanisms and underlying mechanics of failure in various classes of materials such as metallic, ceramic, polymeric, composite and bio-material. Topics include tensile and compressive fracture, crack initiation and growth, fatigue and creep rupture in metallic materials, matrix cracking and delamination and environmental degradation in polymeric composites, failure of bio-materials such as prosthetic heart valves and prosthetic hip joints, failure of ceramics and ceramic matrix composites, failure of metallic matrix composites, static and dynamic buckling failure, dynamic excitations and creep buckling failure in structural systems. Chapters are devoted to failure mechanisms that are characteristic of each of the materials.
The work also provides the basic elements of fracture mechanics and studies in detail several niche topics such as the effects of toughness gradients, variable amplitude loading effects in fatigue, small fatigue cracks, and creep induced brittleness. Furthermore, the book reviews a large number of experimental results on these failure mechanisms. "
Dordrecht, Netherlands: [Springer, Springer], 2012
e20398523
eBooks  Universitas Indonesia Library
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