Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Cristopher D. Moen"'
Publikováno v:
Journal of Engineering Mechanics. 146
This paper presents a triaxial constitutive model for fiber-reinforced cementitious materials (FRCM), with an emphasis on ultra-high-performance concrete (UHPC). The model accounts for the ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a945d11763e6de16214c0a8dee10b24d
https://doi.org/10.1061/(asce)em.1943-7889.0001777
https://doi.org/10.1061/(asce)em.1943-7889.0001777
Autor:
Sanjay R. Arwade, Benjamin W. Schafer, Cristopher D. Moen, Aritra Chatterjee, G. Bian, Stephen G. Buonopane
Publikováno v:
Engineering Structures. 142:84-97
The objective of this paper is to examine the reliability of cold-formed steel framed shear walls with a particular emphasis on walls sheathed with wood structural panels. A sheathed cold-formed steel framed shear wall is a system consisting of studs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::577d5d816729335fe5053ace523d0f2c
https://doi.org/10.1016/j.engstruct.2017.03.072
https://doi.org/10.1016/j.engstruct.2017.03.072
Lateral-torsional deformations of single-span and two-span thin-walled beams with continuous bracing
Autor:
Raymond H. Plaut, Cristopher D. Moen
Publikováno v:
Journal of Constructional Steel Research. 179:106534
C-section and Z-section cold-formed steel beams subjected to a uniformly distributed load on the top flange are analyzed. Single-span beams with each end pinned or fixed, and two-span beams with equal spans, are considered. Both gravity loading and w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d69137485dbe8d432e3440ca06fd220f
https://doi.org/10.1016/j.jcsr.2021.106534
https://doi.org/10.1016/j.jcsr.2021.106534
Publikováno v:
Engineering Structures. 127:434-446
Target structural reliabilities are implicit in most modern design codes and yet efficiency of design and construction as well as the presence of constraints on the design space mean that structural components in a building system may have as-designe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40d2d03f744baeaa2417df7bc2da1e2f
https://doi.org/10.1016/j.engstruct.2016.08.049
https://doi.org/10.1016/j.engstruct.2016.08.049
Autor:
Benjamin W. Schafer, Cheng Yu, R. L. Madsen, Jiazhen Leng, Cristopher D. Moen, Narutoshi Nakata, B. Manley, Kara D. Peterman, David A. Padilla-Llano, Matthew Stehman, Colin A. Rogers, Stephen G. Buonopane, Matthew R. Eatherton, D. Ayhan, P. Liu
Publikováno v:
Structures. 8:197-212
Buildings framed from cold-formed steel members are becoming increasingly common. Significant research has been conducted on individual cold-formed steel members, but little research has been done on full buildings framed from cold-formed steel. In t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd028328a80fcfc8d2005ae9219b01b7
https://doi.org/10.1016/j.istruc.2016.05.009
https://doi.org/10.1016/j.istruc.2016.05.009
Autor:
Junle Cai, Cristopher D. Moen
Publikováno v:
Thin-Walled Structures. 107:274-286
This paper presents a method to perform generalized beam theory buckling analysis on thin-walled structural members with holes. Generalized beam theory (GBT) is an ideal tool for analyzing thin-walled structures because it can directly compute buckli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eee3811995ebfc294cebf54753a704f6
https://doi.org/10.1016/j.tws.2016.06.014
https://doi.org/10.1016/j.tws.2016.06.014
Publikováno v:
Thin-Walled Structures. 98:518-532
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec7e546c46fb84ba1eb1ef3d0910d4ca
https://doi.org/10.1016/j.tws.2015.10.021
https://doi.org/10.1016/j.tws.2015.10.021
Publikováno v:
Journal of Constructional Steel Research. 171:106149
The primary objective of this research is to experimentally establish the stiffness, strength and applicable limit states for rod assemblages used as braces in metal building primary frames. Twelve rod brace assemblages with differing details related
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c40ae085da805bbfdc4f11cbd8b981a
https://doi.org/10.1016/j.jcsr.2020.106149
https://doi.org/10.1016/j.jcsr.2020.106149
Publikováno v:
Journal of Structural Engineering. 144
Typical cold-formed steel floor systems involve many repetitive joist members laid in parallel, yet the design specifications are based upon the reliability of individual members and fail t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c82b7212b3bd4843d34a1c80c78f8ee
https://doi.org/10.1061/(asce)st.1943-541x.0002025
https://doi.org/10.1061/(asce)st.1943-541x.0002025
Publikováno v:
Journal of Structural Engineering. 144
A high-fidelity simulation-based system reliability calculation methodology was implemented for steel floor diaphragms framed from cold-formed steel joists topped with wood sheathing, leadi...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20ee374ad0cc9193c89a09999ba18308
https://doi.org/10.1061/(asce)st.1943-541x.0001958
https://doi.org/10.1061/(asce)st.1943-541x.0001958