Zobrazeno 1 - 4
of 4
pro vyhledávání: '"M. Gunhan Aksoylu"'
Publikováno v:
Earthquakes and Structures. 11:179-193
The effectiveness of 100/30, 100/40 and SRSS directional combination rules on the response of asymmetric setback buildings is examined. Because of the irregularity in setback buildings, the maximum seismic response would be correlative with the direc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b9327e25ca5dcb1f7db772895e3b440
https://doi.org/10.12989/eas.2016.11.1.179
https://doi.org/10.12989/eas.2016.11.1.179
Publikováno v:
Structural Engineering and Mechanics. 54:877-890
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02f0f20b3ae8e99e4c65187c8cbfd248
https://doi.org/10.12989/sem.2015.54.5.877
https://doi.org/10.12989/sem.2015.54.5.877
Publikováno v:
Materials and Structures. 47:1115-1130
In this study, the normality condition of the plastic strain vector to the yield surface utilized for elastic-perfectly plastic materials is investigated for reinforced concrete (RC) sections. If the plastic strain vector can be assumed outward norma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a5017afce91f276d468006c3f82c7d0
https://doi.org/10.1617/s11527-013-0116-3
https://doi.org/10.1617/s11527-013-0116-3
Autor:
Konuralp Girgin, M. Gunhan Aksoylu
Publikováno v:
Structural Engineering and Mechanics. 38:231-247
This study introduces a new load increment method for the ductile reinforced concrete (RC) frame structures by including strain-hardening effects. The proposed method is a nonlinear static analysis technique employed for RC frame structures subjected
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70baca2dcd25dd7c37bfa4729f0d1a83
https://doi.org/10.12989/sem.2011.38.2.231
https://doi.org/10.12989/sem.2011.38.2.231