يعرض 1 - 20 نتائج من 146 نتيجة بحث عن '"Saenz, Roberto A"', وقت الاستعلام: 0.58s تنقيح النتائج
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    وصف الملف: text

    Relation: https://researchonline.lshtm.ac.uk/id/eprint/4664034/1/s12859-021-04465-1.pdf; Kayondo, Hassan W; Ssekagiri, Alfred; Nabakooza, Grace; Bbosa, Nicholas; Ssemwanga, Deogratius; Kaleebu, Pontiano ; Mwalili, Samuel; Mango, John M; Leigh Brown, Andrew J; Saenz, Roberto A; +2 more. Galiwango, Ronald; Kitayimbwa, John M; (2021) Employing phylogenetic tree shape statistics to resolve the underlying host population structure. BMC bioinformatics, 22 (1). p. 546. ISSN 1471-2105 DOI: https://doi.org/10.1186/s12859-021-04465-1

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    المؤلفون: Saenz, Roberto A.

    المصدر: Handbook of Visual, Experimental and Computational Mathematics ; page 1-15 ; ISBN 9783030939540 9783030939540

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    وصف الملف: application/pdf; text/html; application/xml

    Relation: Inge Cuc; S. Park & K. Mosalam, “Simulation of Reinforced Concrete Frames with Nonductile Beam-Column Joints,” Earthq Spectra, vol. 29, pp. 233–257, Feb. 2013. [Online . https://doi.org/10.1193/1.4000100; ACI-ASCE Committe 352, Recommendations for design of beam-column connections in monolithic reinforced concrete structures, ACI 352R-02, Farmingtn Hls, USA: ACI, 1991.; ACI-ASCE Committe 318, Building Code Requirements for Structural Concrete, ACI-318-89, Farmington Hills, USA: ACI, 1989.; R. Clough, K. Benuska & E. Wilson, “Inelastic earthquake response of tall buildings,” in Proceedings of the Third World Conference on Earthquake Engineering, WCEE, Auckland, NZL, 1965, pp. II-68 to II-89.; T. Takeda, M. A. Sozen & N. N. Nielsen, “Reinforced concrete response to simulated earthquakes”, Ohbayashi-Gumi Tech. Rsrch. TYO, JP, Rep, no. 5, Jan. 1970.; M. Saiidi & M. Sozen, “Simple and complex models for nonlinear seismic response of reinforced concrete structures”, Struct. Rsrch. Ser, no. 465, Aug. 1979.; A. Ilki & N. Kumbasar, “Theoretical and experimental energy dissipation of reinforced concrete,” in Proceedings of the 3rd Japan-Turkey Workshop on Earthquake Engineering, JICA, Istanbul, TR, 2000, vol. 1, pp. 167–177.; H. L. Feghali, “Seismic performance of flexible concrete structures,” Dissertation Thesis, ProQuest UMI Dissertations, Ann Arbor, MI, 1999.; R. W. Clough & S. B. Johnston, Effect of Stiffness Degradation on Earthquake Ductility Requirements. Hoboken, USA: Wiley, 1966.; L. F. Ibarra, R. A. Medina & H. Krawinkler, “Hysteretic models that incorporate strength and stiffness deterioration”, Earthq. Eng. Struct. D, vol. 34, pp. 1489–1511, Jan. 2005. https://doi.org/10.1002/eqe.495; D. G. Lignos & H. Krawinkler, “Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading,” J. Struct. Eng, ASCE, vol. 137, no. 11, pp. 1291–1302, Nov. 2011. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000376; M. F. Giberson, “The response of nonlinear multi-story structures subjected to earthquake excitation,” Dissertation Ph.D, Caltech, Pasadena, CA, 1969.; S. Otani, “Behavior of Multistory Reinforced Concrete Frames During Earthquakes,” Dissertation Thesis, Croquet UMI Dissertations, Ann Arbours, MI, 1973.; J. C. Anderson & W. H. Townsend, “Models for RC Frames with Degrading Stiffness,” J. Struct. Div, vol. 103, no. 2, pp. 236–2376, Jan. 1977.; F. C. Filippou, E. P. Popov & V. V. Bertero, “Modeling of R/C Joints under Cyclic Excitations,” J. Struct. Eng, vol. 109, no. 11, pp. 2666–2684, 1983. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:11(2666); S. E. El-Metwally & W. F. Chen, “Moment-rotation modeling of reinforced concrete beam-column connections,” ACI Struct. J, vol. 85, no. 4, pp. 384–394, May. 1988. https://doi.org/10.14359/2656; M. T. De Risi, P. Ricci & G. M. Verderame, “Modelling exterior unreinforced beam-column joints in seismic analysis of non-ductile RC frames,” Earthq. Eng. Struct. D, vol. 46, pp. 899–923, Nov. 2016. https://doi.org/10.1002/eqe.2835; N. Mitra, “An analytical study of reinforced concrete beam-column joint behavior under seismic loading,” Dissertation Thesis, UW, WA, USA, 2007.; A. Sharma, R. Eligehausen & G. R. Reddy, “A New Model to Simulate Joint Shear Behavior of Poorly Detailed Beam–Column Connections in RC Structures under Seismic Loads, Part I: Exterior Joints,” Eng. Struct, vol. 33, no. 3, pp. 1034–1051, Mar. 2011. https://doi.org/10.1016/j.engstruct.2010.12.026; A. Ghobarah & A. Biddah, “Dynamic analysis of reinforced concrete frames including joint shear deformation,” Eng. Struct, vol. 21, no. 11, pp. 971–987, Jan. 1999. https://doi.org/10.1016/S0141-0296(98)00052-2; T. Hsu, “Softened truss model theory for shear and torsion,” ACI Struct. J, vol. 85, no. 6, pp. 624–634, May. 1988. https://doi.org/10.14359/2740; T. Kaku & S. Morita, “Bond behavior of beam bars in the joint of reinforced concrete frame,” in Annual Meeting of the Architectural Institute of Japan, AIJ, TYO, JP, Sep. 1978, pp. 1777–1778.; F. J. Vecchio & M. P. Collins, “The modified compression-field theory for reinforced concrete elements subjected to shear,” ACI, vol. 83, no. 2, pp. 219–231, Mar. 1986. https://doi.org/10.14359/10416; Y. S. Chung, C. Meyer & M. Shinozuka, “Seismic damage assessment of reinforced concrete members”. SUNY at Buffalo, Buffalo, NY, USA, Tech. Rep. NCEER-87-0022, Oct. 1987.; A. Biddah & A. Ghobarah, “Modeling of shear deformation and bond slip in reinforced concrete joints”, Struct. Eng. Mech, vol 7, no. 4, pp. 413–432, Apr. 1999. https://doi.org/10.12989/sem.1999.7.4.413; R. Eligehausen, E. Popov & V. Bertero, “Local bond stress slip relationship of deformed bars under generalized excitations”, PEER, CALTECH, Covina, USA, Tech. Rep. UCB/EERC, 1983.; F. Filippou, “A simple model for reinforcing bar anchorages under cyclic excitations,” J. Struct. Eng. ASCE, vol. 112, no. 7, pp. 1639–1659, Feb. 1986. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:7(1639); M. Elmorsi, M. R. Kianoush & W. K. Tso, “Modeling bond-slip deformations in reinforced concrete beam-column joints,” Can. J Cit. Eng, vol. 27, no. 3, pp. 490–505, Jun. 2000. https://doi.org/10.1139/l99-085; E. Giuriani, G. Plizzari & C. Schumm, “Role of stirrups and residual tensile strength of cracked concrete on bond,” J. Struct. Eng. ASCE, vol. 117, no. 1, pp. 1–18, Jan. 1969. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:1(1); D. Kent & R. Park, “Flexural members with confined concrete,” J. Struct. Div, ASCE, vol. 113, no. 10, pp. 2160–2173, Aug. 1971.; M. Youssef & A. Ghobarah, “Modelling of RC beam-column joints and structural walls,” J. Earthq. Eng, vol. 5, no. 1, pp. 93–111, Jan. 2001. https://doi.org/10.1080/13632460109350387; Y. Park & A. Ang, “Seismic damage analysis of reinforced concrete buildings,” J. Struct. Eng, vol. 111, no. 4, pp. 740–757, Apr. 1985. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(740); L. N. Lowes & A. Altoontash, “Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading,” J. Struct. Eng, vol. 129, no. 12, pp. 1686–1697, Dic. 2003. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1686); M. Rahnama & H. Krawinkler, “Effects of soft soil and hysteresis model on seismic demands,” John A. Blume Earthquake Engineering Center, SU, USA, BLUME-108, 1993.; A. Altoontash, “Simulation and damage models for performance assessment of reinforced concrete beam-column joints,” Dissertation Thesis, ProQuest UMI Dissertations, Ann Arbor, MI, Aug. 2004.; S. Morita & T. Kaku, “Bond slip relationship under repeated loading,” Transactions of the AIJ, vol. 229, pp. 15–24, Jan. 1975. https://doi.org/10.3130/aijsaxx.229.0_15; R. Park, M. Priestley & W. Gill, “Ductility of square confined reinforced concrete columns,” J. Struct. Div. ASCE, vol. 108, pp. 929–950, Jan. 1982.; J. LaFave & M. Shin, “Discussion of “Modeling reinforced concrete beam-column joints subjected to cyclic loading” by L. N. Lowes & A. Altoontash,” J. Struct. Eng. ASCE, vol. 131, no. 6, pp. 992–993, Jun. 2005. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:6(992); S. Tajiri, H. Shiohara & F. Kusuhara, “A new macroelement of reinforced concrete beam column joint for elasto-plastic plane frame analysis,” in 8th National Conference of Earthquake Engineering, NCEE, SFO, USA, 2006, no. 1.; F. McKenna, “OpenSees: A Framework for Earthquake Engineering Simulation,” Comp. Sci. Eng., vol. 13, no. 4, pp. 58–66, Jun. 2011. https://doi.org/10.1109/MCSE.2011.66; P. Shin & J. LaFave, “Testing and Modeling For Cyclic Joint Shear Deformations in RC Beam-Column Connections,” in 13th World Conference on Earthquake Engineering, WCEE, Vancouver, CA, Aug. 2004, Paper 0301.; F. Kusuhara, H. Shiohara & S. Tajiri, “A New Macro Element of Reinforced Concrete Beam-Column Joint for Elasto-Plastic Plane Frame Analysis,” in 8th U.S. National Conference on Earthquake Engineering, NCEE, SFO, USA, Apr. 2006, Paper 674.; T. Saito & M. Kikuchi, “A New Analytical Model for Reinforced Concrete Beam-Column Joints Subjected to Cyclic Loading” in 15th World Conference on Earthquake Engineering, WCEE, Lisboa, PT, Sep. 2012.; P. Zhang, S. Hou & J. Ou, “A beam–column joint element for analysis of reinforced concrete frame structures,” Eng. Struct, vol. 118, pp. 125–136, Jul. 2016. https://doi.org/10.1016/j.engstruct.2016.03.030; L. N. Lowes, A. Altoontash & N. Mitra, “Closure to “Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading” by Laura N. Lowes and Arash Altoontash,” J. Struct Eng, vol. 131, no. 6, pp. 993–994, Dec. 2003.; O. C. Celik, “Probabilistic Assessment of Non-Ductile Reinforced Concrete Frames Susceptible to Mid-America Ground Motions,” Dissertation Thesis, Georgia Tech, Atlanta, GA, USA, 2007.; O. C. Celik & B. R. Ellingwood, “Seismic fragilities for non-ductile reinforced concrete frames - Role of aleatoric and epistemic uncertainties,” Struct. Saf, vol. 32, no. 1, pp. 1–12, Jan. 2010. https://doi.org/10.1016/j.strusafe.2009.04.003; W. M. Hassan, “Analytical and Experimental Assessment of Seismic Vulnerability of Beam-Column Joints without Transverse Reinforcement in Concrete Buildings,” Dissertation Thesis, UCB, Berkeley, CA, USA, 2011.; J. S. Jeon, R. DesRoches, I. Brilakis & L. Lowes, “Modeling and Fragility Analysis of Non-Ductile Reinforced Concrete Buildings in Low-to-Moderate Seismic Zones,” in ASCE Structures Congress, ASCE, Chicago, USA, 2012, vol. 2199. https://doi.org/10.1061/9780784412367.193; S. Park & K. Mosalam, “Analytical Model for Predicting Shear Strength of Unreinforced Exterior Beam-Column Joints,” ACI Struct J, vol. 109, no. 2, pp. 149–159, Mar. 2012. https://doi.org/10.14359/51683626; F. Charney & R. Johnson, “The Effect of the Joint Deformations on the Drift of the Steel Frame Structures,” KKBNA, Inc., Consulting Engineers, Oct. 1986.; A. C. Birely, L. N. Lowes & D. E. Lehman, “A model for the practical nonlinear analysis of reinforced-concrete frames including joint flexibility,” Eng. Struct, vol. 34, no. 1, pp. 455–465, Jan. 2012. https://doi.org/10.1016/j.engstruct.2011.09.003; S. Park & K. Mosalam, “Parameters for shear strength prediction of exterior beam–column joints without transverse reinforcement,” Eng. Struct, vol. 36, pp. 198–209, Mar. 2012. https://doi.org/10.1016/j.engstruct.2011.11.017; H. F. Wong, “Shear strength and seismic performance of non-seismically designed reinforced concrete beam-column joints,” Dissertation Thesis, ProQuest UMI Dissertations, Ann Arbor, MI, 2005.; S. Park, “Experimental and Analytical Studies on Old Reinforced Concrete Buildings with Seismically Vulnerable Beam-Column Joints,” Dissertation Thesis, ProQuest UMI Dissertations, Ann Arbor, MI, 2010.; ASCE 41, Seismic Rehabilitation of Existing Buildings. Reston, USA: ASCE, 2006.; 140; 129; 16; https://revistascientificas.cuc.edu.co/ingecuc/article/download/2009/2579; https://revistascientificas.cuc.edu.co/ingecuc/article/download/2009/3490; https://revistascientificas.cuc.edu.co/ingecuc/article/download/2009/3515; Núm. 1 , Año 2020 : (Enero-Junio); https://hdl.handle.net/11323/12219; https://doi.org/10.17981/ingecuc.16.1.2020.09

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    المصدر: Revista Colombiana de Nefrología; Vol. 7 No. Supl.2 (2020): Special Supplement - COVID-19 Pandemic and Kidney Disease - July - December 2020 ; Revista Colombiana de Nefrología; Vol. 7 Núm. Supl.2 (2020): Suplemento especial - Pandemia de COVID-19 y Enfermedad Renal - Julio - Diciembre 2020 ; 2500-5006 ; 2389-7708 ; 10.22265/acnef.7.Supl 2

    وصف الملف: application/pdf

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    المؤلفون: Sáenz, Roberto

    المصدر: Cuadernos Fronterizos; Núm. 9 (3) ; 2007-1248

    مصطلحات موضوعية: Estado mexicano, ingobernabilidad, Democracia, Partidocracia

    وصف الملف: application/pdf

    Relation: http://erevistas.uacj.mx/ojs/index.php/cuadfront/article/view/3078/2729; Alain Touraine, ¿Qué es la democrácia? FCE, México, 2000, p.86; Olivia O'gam Espinosa García, "Políticos en la picota" Encuestas, 3, 58 (septiembre, 2007). pp. 7-9; Esperanza Palma, "La eroción de la confianza en los partidos en México". Nexos, 27, XXVII. 333 (septiembre, 2005), p.18.; http://erevistas.uacj.mx/ojs/index.php/cuadfront/article/view/3078

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    المؤلفون: Aranda-Caraballo, Jorge1 (AUTHOR) jcaraballo0@ucol.mx, Saenz, Roberto A.2 (AUTHOR) rsaenz@ucol.mx, López-Zavala, Alonso A.3 (AUTHOR) alexis.lopez@unison.mx, Velazquez-Cruz, Beatriz1 (AUTHOR) bthvelazquez@hotmail.com, Espinosa-Barrera, Laura1 (AUTHOR) lauespinosaba@gmail.com, Cárdenas-Conejo, Yair4 (AUTHOR) ycardenas11@ucol.mx, Zárate-Romero, Andrés5 (AUTHOR) azarate@ens.cnyn.unam.mx, Linares-Vergara, Oscar1 (AUTHOR) overgara0@ucol.mx, Osuna-Castro, Juan A.6 (AUTHOR) osuna_juan@hotmail.com, Bonales-Alatorre, Edgar7 (AUTHOR) ebonales0@ucol.mx, Centeno-Leija, Sara4 (AUTHOR) scenteno0@ucol.mx, Serrano-Posada, Hugo4 (AUTHOR) scenteno0@ucol.mx

    المصدر: Molecules. Aug2023, Vol. 28 Issue 16, p6080. 19p.

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