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Mark Aschheim ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Aschheim, Mark / Gil-Martín, Luisa María / Hernández-Montes, Enrique (2011): Proportioning of reinforced concrete column sections. Dans: Engineering Structures, v. 33, n. 2 (février 2011).

    https://doi.org/10.1016/j.engstruct.2010.10.007

  2. Aschheim, Mark (2000): Towards improved models of shear strength degradation in reinforced concrete members. Dans: Structural Engineering and Mechanics, v. 9, n. 6 (juin 2000).

    https://doi.org/10.12989/sem.2000.9.6.601

  3. Hernández-Montes, Enrique / Aschheim, Mark / Gil-Martín, Luisa María (2005): The buried arch structural system for underground structures. Dans: Structural Engineering and Mechanics, v. 20, n. 1 (mai 2005).

    https://doi.org/10.12989/sem.2005.20.1.069

  4. Gil-Martín, Luisa María / Hernández-Montes, Enrique / Aschheim, Mark / Pantazopoulou, Stavroula J. (2006): Slenderness effects on the simulated response of longitudinal reinforcement in monotonic compression. Dans: Structural Engineering and Mechanics, v. 23, n. 4 (juillet 2006).

    https://doi.org/10.12989/sem.2006.23.4.369

  5. Aschheim, Mark / Maurer, Edwin / Browning, JoAnn (2007): Dependency of COD on ground motion intensity and stiffness distribution. Dans: Structural Engineering and Mechanics, v. 27, n. 4 (novembre 2007).

    https://doi.org/10.12989/sem.2007.27.4.425

  6. Aschheim, Mark (2002): Seismic Design Based on the Yield Displacement. Dans: Earthquake Spectra, v. 18, n. 4 (novembre 2002).

    https://doi.org/10.1193/1.1516754

  7. Aschheim, Mark / Black, Edgar F. (2000): Yield Point Spectra for Seismic Design and Rehabilitation. Dans: Earthquake Spectra, v. 16, n. 2 (mai 2000).

    https://doi.org/10.1193/1.1586115

  8. Hernández-Montes, Enrique / Chatzidaki, Akrivi / Gil-Martín, Luisa María / Aschheim, Mark / Vamvatsikos, Dimitrios (2020): A Seismic Design Procedure for Different Performance Objectives for Post-Tensioned Walls. Dans: Journal of Earthquake Engineering, v. 26, n. 1 (avril 2020).

    https://doi.org/10.1080/13632469.2019.1691678

  9. Fragiadakis, Michalis / Vamvatsikos, Dimitrios / Aschheim, Mark (2011): Applicability of Nonlinear Static Procedures to RC Moment-Resisting Frames. Présenté pendant: Structures Congress 2011, Las Vegas, Nevada, April 14-16, 2011.

    https://doi.org/10.1061/41171(401)192

  10. Aschheim, Mark / Flanagan, Shannon / Harlander, John / Pitt, Chris / Alfaro, Alba / Rivas, Carlos / Rodriguez, Mario E. (2007): Enhancing the Sustainability and Earthquake Resistance of Confined Masonry Dwellings: The Case of El Salvador. Dans: Journal of Earthquake Engineering, v. 11, n. 6 ( 2007).

    https://doi.org/10.1080/13632460701221520

  11. Hernández-Montes, Enrique / Aschheim, Mark (2017): An Estimate of the Yield Displacement of Coupled Walls for Seismic Design. Dans: International Journal of Concrete Structures and Materials, v. 11, n. 2 (juin 2017).

    https://doi.org/10.1007/s40069-017-0188-5

  12. Gil-Martín, Luisa María / Hernández-Montes, Enrique / Aschheim, Mark (2010): Optimal reinforcement of RC columns for biaxial bending. Dans: Materials and Structures, v. 43, n. 9 (novembre 2010).

    https://doi.org/10.1617/s11527-009-9576-x

  13. Gil-Martín, Luisa María / Hernández-Montes, Enrique / Shin, Myoungsu / Aschheim, Mark (2012): Developments in excavation bracing systems. Dans: Tunnelling and Underground Space Technology, v. 31 (septembre 2012).

    https://doi.org/10.1016/j.tust.2012.03.002

  14. Gil-Martín, Luisa María / Hernández-Montes, Enrique / Aschheim, Mark (2006): Optimal design of planar frames based on stability criterion using first-order analysis. Dans: Engineering Structures, v. 28, n. 13 (novembre 2006).

    https://doi.org/10.1016/j.engstruct.2006.03.007

  15. Aschheim, Mark / Hernández-Montes, Enrique / Gil-Martín, Luisa María (2007): Optimal domains for strength design of rectangular sections for axial load and moment according to Eurocode 2. Dans: Engineering Structures, v. 29, n. 8 (août 2007).

    https://doi.org/10.1016/j.engstruct.2006.09.021

  16. Aschheim, Mark / Tjhin, Tjen / Comartin, Craig / Hamburger, Ron / Inel, Mehmet (2007): The scaled nonlinear dynamic procedure. Dans: Engineering Structures, v. 29, n. 7 (juillet 2007).

    https://doi.org/10.1016/j.engstruct.2006.07.020

  17. Gil-Martín, Luisa María / Aschheim, Mark / Hernández-Montes, Enrique (2008): Proportioning of steel beam–column members based on RSD optimization methodology. Dans: Engineering Structures, v. 30, n. 11 (novembre 2008).

    https://doi.org/10.1016/j.engstruct.2008.04.004

  18. Aschheim, Mark / Montes, Enrique Hernández (2003): The representation of P-Δ effects using Yield Point Spectra. Dans: Engineering Structures, v. 25, n. 11 (septembre 2003).

    https://doi.org/10.1016/s0141-0296(03)00106-8

  19. Peck, Quinn / Aschheim, Mark / Comartin, Craig (2017): Influence of Ground-Motion Characteristic Period on Reductions in Peak Dynamic Shears Owing to Base-Slab Averaging. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 9 (septembre 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001825

  20. Shin, Myoungsu / Kim, Seung-Pil / Halterman, Arne / Aschheim, Mark (2017): Seismic toughness and failure mechanisms of reduced web-section beams: Phase 1 tests. Dans: Engineering Structures, v. 141 (juin 2017).

    https://doi.org/10.1016/j.engstruct.2017.03.016

  21. Shin, Myoungsu / Kim, Seung-Pil / Halterman, Arne / Aschheim, Mark (2017): Seismic toughness and failure mechanisms of reduced web-section beams: Phase 2 tests. Dans: Engineering Structures, v. 141 (juin 2017).

    https://doi.org/10.1016/j.engstruct.2017.03.046

  22. Syntzirma, Despina V. / Pantazopoulou, Stavroula J. / Aschheim, Mark (2010): Load-History Effects on Deformation Capacity of Flexural Members Limited by Bar Buckling. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 1 (janvier 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000088

  23. Aschheim, Mark / Gil-Martín, Luisa María / Hernández-Montes, Enrique (2010): Engineered Bamboo I-Joists. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 12 (décembre 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000235

  24. Aschheim, Mark / Hernández-Montes, Enrique / Gil-Martín, Luisa María (2008): Design of Optimally Reinforced RC Beam, Column, and Wall Sections. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 2 (février 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:2(231)

  25. Aschheim, Mark / Browning, JoAnn (2008): Influence of Cracking on Equivalent SDOF Estimates of RC Frame Drift. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 3 (mars 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:3(511)

  26. Gil-Martín, Luisa María / Aschheim, Mark / Hernández-Montes, Enrique / Pasadas-Fernández, Miguel (2011): Recent developments in optimal reinforcement of RC beam and column sections. Dans: Engineering Structures, v. 33, n. 4 (avril 2011).

    https://doi.org/10.1016/j.engstruct.2010.12.038

  27. DesRoches, Reginald / Choi, Eunsoo / leon, Roberto T. / Dyke, Shirley J. / Aschheim, Mark (2004): Seismic Response of Multiple Span Steel Bridges in Central and Southeastern United States. I: As Built. Dans: Journal of Bridge Engineering (ASCE), v. 9, n. 5 (septembre 2004).

    https://doi.org/10.1061/(asce)1084-0702(2004)9:5(464)

  28. Aschheim, Mark / Moehle, Jack P. / Lynn, Abraham (1998): Earthquake performance assessment of concrete structures. Dans: Progress in Structural Engineering and Materials, v. 1, n. 4 (juillet 1998).

    https://doi.org/10.1002/pse.2260010405

  29. Hernández Montes, Enrique / Gil Martín, Luisa María / Pasadas Fernández, Miguel / Aschheim, Mark (2006): El armado a flexión: del teorema de Ehlers a los diagramas de armado a flexión "DAF". Dans: Hormigón y acero, v. 57, n. 241 (3e trimestre 2006).
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