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of 8
pro vyhledávání: '"C. P. Mangelsdorf"'
Characterization of Concretes Formulated with Blends of Portland Cement and Oil Shale Combustion Ash
Autor:
James T. Cobb, C. P. Mangelsdorf
Publikováno v:
Conversion And Utilization Of Waste Materials ISBN: 9781315140360
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b3e68fe5b36857228fb417e622b4f49
https://doi.org/10.1201/9781315140360-21
https://doi.org/10.1201/9781315140360-21
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1814:17-24
Laboratory test results from six different concrete-filled steel-grid bridge deck panels of one and two spans with approximate midspan loadings were compared with finite difference solutions of a governing differential orthotropic plate equation. The
Reinforcement of Residential Masonry Foundations to Minimize Damage Due to Mining-Induced Subsidence
Autor:
R. A. Allwes, C. P. Mangelsdorf
Publikováno v:
Journal American Society of Mining and Reclamation. 1994:84-90
Autor:
James T. Cobb, C. P. Mangelsdorf, Jean R. Blachere, Kunal Banerjee, Daniel Reed, Clayton Crouch, Coby Miller, Jingqi Li, Jeanette Trauth
Publikováno v:
Clean Energy from Waste and Coal ISBN: 9780841225145
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25cd85a500a9bebf1b9b5c05517255c6
https://doi.org/10.1021/bk-1992-0515.ch021
https://doi.org/10.1021/bk-1992-0515.ch021
Autor:
C. P. Mangelsdorf
Publikováno v:
Journal of Applied Mechanics. 40:961-965
Modified Donnell equilibrium equations are solved in Part 1 for the case of symmetrical loading and supports, using Fourier series. An evaluation procedure for simple, fixed, and relaxed simple conditions is suggested. In Part 2, an application of th
Autor:
C. P. Mangelsdorf
Publikováno v:
Journal of Applied Mechanics. 40:966-970
In Part 1, modified Donnell equilibrium equations were solved for the case of symmetrical loading and supports using Fourier series. An evaluation procedure for various boundary conditions was suggested. In Part 2, an application of the general solut
Autor:
C. P. Mangelsdorf
Publikováno v:
AIAA Journal. 10:13-14
All working equations (except the assumed deflections) are derived from operations performed on the energy functional, that is, the summation of all the quadratic energy terms associated with the deformation during buckling, as developed by Koiter. T
Autor:
M. RASHID KHAN, Kenneth E. Daugherty, Charles R. McGowin, Evan E. Hughes, M. D. Ackerson, E. C. Clausen, J. L. Gaddy, L. G. Softley, J. D. Broder, R. C. Strickland, M. J. Beck, J. W. Barrier, A. Goyal, A. Rehmat, Meyer Steinberg, Joseph T. Hamrick, L. A. Edye, G. N. Richards, G. Zheng, D. J. Stopek, A. L. Justice, P. Assawaweroonhakarn, J. L. Kuester, L. L. Sharp, R. O. Ness, Matthew A. McMahon, S. J. DeCanio, James R. Donnelly, C. C. Lee, G. L. Huffman, Bassam S. Attili, Kevin D. Ingram, Chia-Hui Tai, Mohit Uberoi, Farhang Shadman, Russell Hill, Baushu Zhao, Matthew Poslusny, Paul Moore, Carl A. Holley, Vas Choudhry, Steven R. Hadley, James T. Cobb, C. P. Mangelsdorf, Jean R. Blachere, Kunal Banerjee, Daniel Reed, Clayton Crouch, Coby Miller, Jingqi Li, Jeanette Trauth, H. M. Kosstrin, B. E. Levie