Zobrazeno 1 - 10
of 338
pro vyhledávání: '"Stewart, Jp"'
Autor:
Afshari, K, Stewart, JP
Publikováno v:
Afshari, K; & Stewart, JP. (2015). Uncertainty of site amplification derived from ground response analysis. UCLA: Retrieved from: http://www.escholarship.org/uc/item/44z6z996
Site-specific geotechnical ground response analyses (GRAs) are typically performed to evaluate stress and strain demands within soil profiles and/or to improve the estimation of site response relative to generic site terms from empirical prediction e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::b73cbc5585c6ffa11dababda65affad5
https://escholarship.org/uc/item/44z6z996
https://escholarship.org/uc/item/44z6z996
Publikováno v:
Kwak, DY; Stewart, JP; & Brandenberg, SJ. (2015). Spatial correlation of seismic damage for levee systems. UCLA: Retrieved from: http://www.escholarship.org/uc/item/9j23650v
Seismic response of levees is typically computed for short segments within which levee geometry, soil conditions, and seismic demands can be assumed to be essentially constant. However, from a flood protection perspective, the performance of the syst
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::de8d7706fcdd81955a07e9b30b977530
https://escholarship.org/uc/item/9j23650v
https://escholarship.org/uc/item/9j23650v
Publikováno v:
Baker, JW; Haselton, CB; Luco, N; Stewart, JP; & Zimmerman, RB. (2015). Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions. UCLA: Retrieved from: http://www.escholarship.org/uc/item/8gv2j7dr
The Building Seismic Safety Council (BSSC) recently completed a multi-year effort to rewrite Chapter 16 of the ASCE/SEI 7-10 Standard (2010), which governs ground motion selection and modification for new building projects in the United States. This
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::3e0929d863dc1f4df57c5b29ca356c43
https://escholarship.org/uc/item/8gv2j7dr
https://escholarship.org/uc/item/8gv2j7dr
Publikováno v:
Turner, BJ; Brandenberg, SJ; & Stewart, JP. (2015). Influence of kinematic SSI on foundation input motions for pile-supported bridges. UCLA: Retrieved from: http://www.escholarship.org/uc/item/7h0526mm
Brandenberg, SJ; Turner, BJ; & Stewart, JP. (2017). Influence of kinematic SSI on foundation input motions for pile-supported bridges.. UCLA: Retrieved from: http://www.escholarship.org/uc/item/6bt3t071
Brandenberg, SJ; Turner, BJ; & Stewart, JP. (2017). Influence of kinematic SSI on foundation input motions for pile-supported bridges.. UCLA: Retrieved from: http://www.escholarship.org/uc/item/6bt3t071
The seismic analysis of bridge structures is often performed using the substructure method in which the foundation is replaced by an equivalent "spring" representing foundation impedance. Ground motions from seismic hazard analyses correspond to a fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::ef8e51f89aca489dd7331a5e8642a12c
https://escholarship.org/uc/item/7h0526mm
https://escholarship.org/uc/item/7h0526mm
Autor:
Kayen, RE, Gori, S, Lingwall, B, Galadini, F, Falcucci, E, Franke, K, Stewart, JP, Zimmaro, P
Publikováno v:
Kayen, RE; Gori, S; Lingwall, B; Galadini, F; Falcucci, E; Franke, K; et al.(2018). Mt. Vettore Fault Zone Rupture: LIDAR-and UAS-Based Structure-From-Motion Computational Imaging. UCLA: Retrieved from: http://www.escholarship.org/uc/item/183128x1
Between August and November 2016, three major earthquake events occurred in Central Italy. The first event, with M6.1, took place on 24 August 2016, the second (M5.9) on 26 October, and the third (M6.5) on 30 October 2016. As part of the Italy-US GEE
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::965c464b470a9bc8608edd56ab56d9c6
https://escholarship.org/uc/item/183128x1
https://escholarship.org/uc/item/183128x1
Publikováno v:
Givens, MJ; Star, LM; Tileylioglu, S; Mylonakis, G; & Stewart, JP. (2015). Analysis of foundation damping from theoretical models and forced vibration testing. UCLA: Retrieved from: http://www.escholarship.org/uc/item/1td7368m
Foundation damping incorporates the combined effects of energy loss due to waves propagating away from the vibrating foundation (radiation damping), as well as hysteretic action in the soil (material damping). Two closed-form solutions for foundation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::1b0d88b3c76b4d94d54511b0723db211
https://escholarship.org/uc/item/1td7368m
https://escholarship.org/uc/item/1td7368m
Publikováno v:
Heidarzadeh, B; Mylonakis, G; & Stewart, JP. (2015). Stresses beneath dynamically applied vertical point loads. UCLA: Retrieved from: http://www.escholarship.org/uc/item/7mn637hp
Engineering assessments of ground failure potential commonly express seismic demands in the form of shear stresses or normalizations thereof. In soil materials underlying foundations, referred to as ‘foundation soils’, dynamic stresses result fro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::89f878738e99b3d63ded5b7d5177db81
https://escholarship.org/uc/item/7mn637hp
https://escholarship.org/uc/item/7mn637hp
Autor:
Aanensen, DM, Abudahab, K, Adams, A, Afifi, S, Alam, MT, Alderton, A, Alikhan, N-F, Allan, J, Almsaud, M, Alrezaihi, A, Alruwaili, M, Amato, R, Andersson, M, Angyal, A, Aranday-Cortes, E, Ariani, C, Armstrong, SD, Asamaphan, P, Attwood, S, Aydin, A, Badhan, A, Baker, D, Baker, P, Balcazar, CE, Ball, J, Barton, AE, Bashton, M, Baxter, L, Beale, M, Beaver, C, Beckett, A, Beer, R, Beggs, A, Bell, A, Bellis, KL, Bentley, EG, Berriman, M, Betteridge, E, Bibby, D, Bicknell, K, Birchley, A, Black, G, Blane, B, Bloomfield, S, Bolt, F, Bonsall, DG, Bosworth, A, Bourgeois, Y, Boyd, O, Bradshaw, D, Breuer, J, Bridgewater, H, Brooks, T, Broos, A, Brown, JR, Brown, RL, Brunker, K, Bucca, G, Buck, D, Bull, M, Butcher, E, Caddy, SL, Caller, LG, Cambell, S, Carlile, M, Carmichael, S, Carrilero, L, Castellano, S, Chaloner, J, Chand, M, Chapman, MR, Chappell, J, Charles, I, Chauhan, AJ, Chawla, A, Cheng, E, Churcher, CM, Clark, G, Clark, JJ, Collins, J, Colquhoun, R, Connor, TR, Constantinidou, C, Coombes, J, Corden, S, Cottrell, S, Cowell, A, Curran, MD, Curran, T, Dabrera, G, Danesh, J, Darby, AC, De Cesare, M, Martins, LDO, De Silva, TI, Debebe, B, Dervisevic, S, Dewar, RA, Dia, M, Dorman, M, Dougan, G, Dover, L, Downing, F, Drury, E, Du Plessis, L, Dyal, PL, Eccles, R, Edwards, S, Ellaby, N, Elliott, S, Eltringham, G, Elumogo, N, Essex, S, Evans, CM, Evans, J, Nascimento, FF, Fairley, DJ, Farr, B, Feltwell, T, Ferguson, N, Filipe, ADS, Findlay, J, Forrest, LM, Forrest, S, Foulser, L, Francois, S, Fraser, C, Frost, L, Gallagher, E, Gallagher, MD, Garcia-Dorival, I, Gaskin, A, Gatica-Wilcox, B, Gavriil, A, Geidelberg, L, Gemmell, M, Gerada, A, Gifford, L, Gilbert, L, Gilmore, P, Gilroy, R, Girgis, S, Glaysher, S, Golubchik, T, Goncalves, S, Goodfellow, I, Goodwin, S, Graham, C, Graham, L, Grammatopoulos, D, Green, A, Green, LR, Greenaway, J, Gregory, R, Groves, DC, Groves, N, Guest, M, Gunson, R, Haldenby, S, Hall, G, Hamilton, WL, Han, X, Harris, KA, Harrison, EM, Hartley, C, Herrera, C, Hesketh, A, Heyburn, D, Hill, V, Hiscox, JA, Holden, M, Holmes, A, Holmes, N, Holt, GS, Hopes, R, Hosmillo, M, Houldcroft, CJ, Howson-Wells, H, Hubb, J, Hughe, J, Hughes, M, Hutchings, S, Impey, R, Iturriza-Gomara, M, Jackson, A, Jackson, B, Jackson, DK, Jahun, AS, James, K, Jamrozy, D, Jeffries, A, Jesudason, N, John, M, Johnson, J, Johnson, KJ, Johnson, N, Johnston, I, Jones, B, Jones, R, Jones, S, Jorgensen, D, Kane, L, Kay, GL, Kay, S, Keatley, J-P, Keeley, AJ, Khakh, M, Khokhar, FA, Kitchen, C, Knight, B, Kolyva, A, Kraemer, M, Kristiansen, M, Kumziene-Summerhayes, S, Kwiatkowski, D, Lackenby, A, Langford, C, Lawniczak, M, Thanh, L-V, Lee, D, Letchford, L, Li, K, Li, L, Liggett, S, Lindsey, BB, Livett, R, Lloyd, A, Lo, S, Lockhart, M, Loh, J, Loman, NJ, Loose, M, Lucaci, A, Ludden, C, Luu, L, Lyons, RA, MacIntyre-Cockett, G, MacLean, A, Mair, D, Maksimovic, J, Manley, R, Manso, C, Manson, J, Martincorena, I, Masoli, J, Mather, AE, Mbisa, T, McCluggage, K, McClure, P, McCrone, JT, McDonald, S, McHugh, MP, McKenna, JM, McMinn, L, McMurray, C, Meadows, L, Menegazzo, M, Meredith, LW, Merrick, I, Mestek-Boukhibar, L, Miah, S, Michell, S, Michelsen, ML, Molnar, Z, Moore, C, Moore, N, Morgan, M, Morgan, S, Muddyman, D, Muir, DA, Muir, P, Myers, R, Nastouli, E, Naydenova, P, Nelson, A, Nelson, C, Nelson, R, Nicholls, S, Nichols, J, Niebel, M, Niola, P, Nomikou, K, O'Grady, J, O'Toole, AN, O'Toole, E, Olateju, C, Orton, RJ, Osman, H, Ott, S, Pacchiarini, N, Padgett, D, Page, AJ, Palmer, S, Panchbhaya, YN, Pandey, S, Park, N, Parker, MD, Parkhill, J, Parr, YA, Parsons, PJ, Partridge, DG, Patel, M, Patterson, S, Payne, B, Peacock, SJ, Penrice-Randal, R, Perry, M, Platt, S, Poplawski, R, Prakash, R, Prestwood, L, Price, A, Price, JR, Puethe, C, Pybus, O, Pymont, H, Quail, M, Quick, J, Raghwani, J, Ragonnet-Cronin, M, Rahman, S, Rainbow, L, Rajatileka, S, Rambaut, A, Ramsay, M, Randell, PA, Randle, NP, Raviprakash, V, Raza, M, Silva, PR, Rey, S, Richter, A, Robertson, DL, Robinson, TI, Robson, SC, Rooke, S, Rowan, A, Rowe, W, Roy, S, Rudder, S, Ruis, C, Sang, F, Scarlett, G, Schaefer, U, Scott, C, Scott, G, Sethi, D, Shaaban, S, Shah, R, Sharma, P, Shawli, GT, Shepherd, J, Sherriff, N, Shirley, L, Sillitoe, J, Simpson, DA, Singer, JB, Siveroni, I, Smith, C, Smith, CP, Smith, DL, Smith, N, Smith, W, Smith-Palmer, A, Smollett, K, Southgate, J, Spellman, K, Spencer-Chapman, M, Sridhar, S, Stanley, R, Stark, R, Stewart, JP, Stockton, J, Stuart, C, Studholme, D, Swainston, N, Swindells, E, Taha, Y, Tariq, MA, Taylor, B, Taylor, GP, Taylor, S, Taylor-Joyce, G, Tedim, AP, Temperton, B, Templeton, KE, Thomson, EC, Thomson, NM, Thornton, A, Thurston, S, Todd, J, Tong, L, Tonkin-Hill, G, Torok, ME, Trebes, A, Trotter, AJ, Tsoleridis, T, Tucker, RM, Tutill, HJ, Underwood, A, Unnikrishnan, M, Vamos, E, Vasylyeva, T, Vattipally, S, Victoria, A, Vipond, B, Volz, EM, Wain, J, Wang, D, Warwick-Dugdale, J, Wastnedge, E, Watkins, J, Watts, J, Webber, M, Weeks, S, Weldon, D, Whitehead, M, Williams, CA, Williams, C, Williams, D, Williams, R, Williams, TC, Wise, E, Wright, V, Wyles, MD, Wyllie, S, Yakovleva, A, Yasir, M, Yeats, C, Yew, WC, Young, GR, Yu, X, Zarebski, A
Publikováno v:
The Lancet Microbe
E100
E99
The COVID-19 Genomics UK (COG-UK) Consortium, Robson, S, Scarlett, G, Bourgeois, Y X C & Beckett, A H 2020, ' An integrated national scale SARS-CoV-2 genomic surveillance network ', The Lancet Microbe, vol. 1, pp. e99-e100 . https://doi.org/10.1016/S2666-5247(20)30054-9
E100
E99
The COVID-19 Genomics UK (COG-UK) Consortium, Robson, S, Scarlett, G, Bourgeois, Y X C & Beckett, A H 2020, ' An integrated national scale SARS-CoV-2 genomic surveillance network ', The Lancet Microbe, vol. 1, pp. e99-e100 . https://doi.org/10.1016/S2666-5247(20)30054-9
The Coronavirus Disease 2019 (COVID-19) Genomics UK Consortium (COG-UK) was launched in March, 2020, with £20 million support from UK Research and Innovation, the UK Department of Health and Social Care, and Wellcome Trust. The goal of this consorti
Site-specific (non-ergodic) seismic hazard analysis is increasingly being employed as part of ground motion hazard characterization for critical projects. Non-ergodic site response can be evaluated from the interpretation of ground motions recorded a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::7233de1ebae8baf075fed178f12630fe
http://hdl.handle.net/11391/1461333
http://hdl.handle.net/11391/1461333
Seismic earth pressures exerted on rigid walls by vertically heterogeneous soil using Winkler method
Publikováno v:
Brandenberg, SJ; Agapaki, E; Mylonakis, G; & Stewart, JP. (2017). Seismic earth pressures exerted on rigid walls by vertically heterogeneous soil using Winkler method. UCLA: Retrieved from: http://www.escholarship.org/uc/item/2zk3c2d6
During earthquake ground shaking earth pressures on retaining structures can cyclically increase and decrease as a result of inertial forces applied to the walls and kinematic interactions between the stiff wall elements and surrounding soil. Limit e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::c7d0935cceace27f5adf9c83e774597b
http://www.escholarship.org/uc/item/2zk3c2d6
http://www.escholarship.org/uc/item/2zk3c2d6