Zobrazeno 1 - 10
of 160
pro vyhledávání: '"Niels Olhoff"'
Publikováno v:
Cheng, G, Yu, N & Olhoff, N 2015, ' Optimum Design of Thermally Loaded Beam-Columns for Maximum Vibration Frequency or Buckling Temperature ', International Journal of Solids and Structures, vol. 66, pp. 20-34 . https://doi.org/10.1016/j.ijsolstr.2015.04.008
With the cross-sectional area function as the design variable, we seek the optimum design of clamped–clamped, thin, linearly elastic beam-columns under thermal load that maximizes the buckling temperature or the fundamental natural frequency of tra
Autor:
Niels Olhoff, Jianbin Du
Publikováno v:
Advances in Structural and Multidisciplinary Optimization ISBN: 9783319679877
Topology design optimization of vibro-acoustic structures are studied, where the structures are assumed to be subjected to time-harmonic mechanical loading with given amplitude and a prescribed low or high excitation frequency. One of the difficultie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::862bd235472016c0537539ebf5acc78a
https://doi.org/10.1007/978-3-319-67988-4_113
https://doi.org/10.1007/978-3-319-67988-4_113
Autor:
Tomasz Sokół, Grégoire Allaire, Xu Guo, Alicia Kim, Julián A. Norato, Jianbin Du, Raphael T. Haftka, Glaucio H. Paulino, James K. Guest, Niels Olhoff, Ren-Jye Yang, Byeng D. Youn, Matthew Gilbert, Thomas Lewinski, Kurt Maute, Gengdong Cheng, Michael Wang, Ming Zhou
Publikováno v:
Zhou, M, Allaire, G, Cheng, G, Du, J, Gilbert, M, Guo, X, Guest, J, Haftka, R, Kim, A, Lewinski, T, Maute, K, Norato, J, Olhoff, N, Paulino, G H, Sokol, T, Wang, M, Yang, R J & Youn, B D 2016, ' Special issue dedicated to Founding Editor George Rozvany ', Structural and Multidisciplinary Optimization, vol. 54, no. 5, pp. 1107-1111 . https://doi.org/10.1007/s00158-016-1591-2
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c8c7378b48d96f61b9c62d49ec3ce4d
https://vbn.aau.dk/da/publications/e3708961-e472-4fd8-962e-41673a08b309
https://vbn.aau.dk/da/publications/e3708961-e472-4fd8-962e-41673a08b309
Autor:
Niels Olhoff, Jianbin Du
Publikováno v:
Olhoff, N & Du, J 2016, ' Erratum to: Generalized incremental frequency method for topological design of continuum structures for minimum dynamic compliance subject to forced vibration at a prescribed low or high value of the excitation frequency ', Structural and Multidisciplinary Optimization, vol. 54, no. 5, pp. 1143 . https://doi.org/10.1007/s00158-016-1608-x
The original version of the above article unfortunately contained some typographical errors on page 12. These typos should be corrected as follows: 1. Page 12, left hand column, first line after Equation (1c*) : (1b**) should read (1b*) 2. Page 12, l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88668eb81f8cfc9fc78ee452ce4657f7
https://vbn.aau.dk/da/publications/e86bd826-de43-40ca-baa5-bba6896b7f11
https://vbn.aau.dk/da/publications/e86bd826-de43-40ca-baa5-bba6896b7f11
Publikováno v:
Olhoff, N, Niu, B & Cheng, G 2012, ' Optimum design of band-gap beam structures ', International Journal of Solids and Structures, vol. 49, no. 22, pp. 3158-3169 . https://doi.org/10.1016/j.ijsolstr.2012.06.014
The design of band-gap structures receives increasing attention for many applications in mitigation of undesirable vibration and noise emission levels. A band-gap structure usually consists of a periodic distribution of elastic materials or segments,
Autor:
Niels Olhoff, Bin Niu
Publikováno v:
Olhoff, N & Niu, B 2016, ' Minimizing the Vibrational Response of a Lightweight Building by Topology and Volume Optimization of a Base Plate for Excitatory Machinery ', Structural and Multidisciplinary Optimization, vol. 53, no. 3, pp. 567-588 . https://doi.org/10.1007/s00158-015-1345-6
This paper deals with the problem of minimizing the vibration amplitude response of a lightweight building from rotating machinery by extended topology optimization of a flexible, single material base plate for the machinery. A modular lightweight bu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e4f17b6054dd53948c235ec17de9f85f
https://vbn.aau.dk/da/publications/5d522281-3b39-4968-ab0b-3e9c09ec7623
https://vbn.aau.dk/da/publications/5d522281-3b39-4968-ab0b-3e9c09ec7623
Autor:
Jianbin Du, Niels Olhoff
Publikováno v:
Olhoff, N & Du, J 2016, ' Generalized incremental frequency method for topological design of continuum structures for minimum dynamic compliance subject to forced vibration at a prescribed low or high value of the excitation frequency ', Structural and Multidisciplinary Optimization, vol. 54, no. 5, pp. 1113-1141 . https://doi.org/10.1007/s00158-016-1574-3
This paper deals with topological design optimization of elastic, continuum structures without damping that are subjected to time-harmonic, design-independent external dynamic loading with prescribed excitation frequency, amplitude and spatial distri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1de2aedd7993677fb4801f7349f7a4a2
https://vbn.aau.dk/da/publications/50e9044d-c428-429c-8783-1919ab19b1ec
https://vbn.aau.dk/da/publications/50e9044d-c428-429c-8783-1919ab19b1ec
Publikováno v:
Structural and Multidisciplinary Optimization. 33:173-177
Publikováno v:
X, G, Cheng, G D & Olhoff, N 2005, ' Optimum Design of Truss Topology under Buckling Constraints ', Structural and Multidisciplinary Optimization, vol. 30, no. 3, pp. 169-180 . https://doi.org/10.1007/s00158-004-0511-z
The present paper studies the optimum design of truss topology under buckling constraints based on a new formulation of the problem. Through the incorporation of a global system stability constraint into the problem formulation, isolated compressive
Autor:
Niels Olhoff
Publikováno v:
Structural and Multidisciplinary Optimization. 26:455-462
• NO informed the EC members on the amount of membership fees transferred to ISSMO’s bank account from the organisers of WCSMO-4. He expressed the general feeling of the EC that WCSMO-4 had been a very successful congress. The current amount on I