Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Jian-guang Yue"'
Publikováno v:
Advances in Structural Engineering. 16:441-450
In order to study the mechanical behavior and the failure mode of existing RC frame structure, a real three-story RC frame structure including external masonry walls was tested by lateral loading. The global structure exhibited a column-sway collapse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24e4eeeb64cb241e191df18286fbd7be
https://doi.org/10.1260/1369-4332.16.3.441
https://doi.org/10.1260/1369-4332.16.3.441
Publikováno v:
Journal of Central South University. 18:889-897
An element coupling model (ECM) method was proposed to simulate the global behavior and local damage of a structure. In order to reflect the local damage and improve the computational efficiency, three-dimensional (3D) solid elements and one-dimensio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99b9723b042f18e703884f68d4b2dd4d
https://doi.org/10.1007/s11771-011-0778-3
https://doi.org/10.1007/s11771-011-0778-3
Publikováno v:
Advanced Materials Research. :1157-1161
Bond stress between concrete and shape steel makes both materials cooperate as a whole, but diminished at final stage of loading period. A shear model is established to throw illumination on mechanism of bond failure. Tensile stress in concrete leade
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8bb6b0560d36efbfaa14d40e24e4b63
https://doi.org/10.4028/www.scientific.net/amr.163-167.1157
https://doi.org/10.4028/www.scientific.net/amr.163-167.1157
Publikováno v:
Interaction and multiscale mechanics. 3:192-211
In most framed structures the nonlinearities and the damages are localized, extending over a limited length of the structural member. In order to capture the details of the local damage, the segments of a member that have entered the nonlinear range
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e8e68ff2b98ec43f0d42d32ac87cc27
https://doi.org/10.12989/imm.2010.3.2.192
https://doi.org/10.12989/imm.2010.3.2.192