Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Timo K. Tikka"'
Autor:
S. Ali Mirza, Timo K. Tikka
Publikováno v:
International Journal of Concrete Structures and Materials. 8:99-116
The American Concrete Institute (ACI) 318-11 permits the use of the moment magnifier method for computing the design ultimate strength of slender reinforced concrete columns that are part of braced frames. This computed strength is influenced by the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::97df1e3fb086c6fd27e78289bad24d33
https://doi.org/10.1007/s40069-014-0070-7
https://doi.org/10.1007/s40069-014-0070-7
Autor:
S. Ali Mirza, Timo K. Tikka
Publikováno v:
Canadian Journal of Civil Engineering. 36:219-240
The equivalent uniform bending moment diagram factor (Cm) was introduced into design practice to eliminate the need for extensive calculations, based on the solution to a differential equation, to compute the effect of moment gradient, along the colu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::21c847385c2294bb80d2c2d609f8f365
https://doi.org/10.1139/l08-105
https://doi.org/10.1139/l08-105
Autor:
S. Ali Mirza, Timo K. Tikka
Publikováno v:
Canadian Journal of Civil Engineering. 35:384-399
The CSA A23.3 standard permits the use of a moment-magnifier approach for the design of slender reinforced concrete and composite steel–concrete columns. This approach is strongly influenced by the effective flexural stiffness (EI), which varies du
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd3d1e42f04aa2f78399273565d5864b
https://doi.org/10.1139/l07-113
https://doi.org/10.1139/l07-113
Autor:
S. Ali Mirza, Timo K. Tikka
Publikováno v:
Journal of Structural Engineering. 132:1590-1602
The moment magnifier method was introduced into design practice to eliminate the need for extensive calculations, based on the solution to a differential equation, for the second-order moments in slender columns. This method is strongly influenced by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::56465cd6896099d56780ff7a97484e40
https://doi.org/10.1061/(asce)0733-9445(2006)132:10(1590)
https://doi.org/10.1061/(asce)0733-9445(2006)132:10(1590)
Autor:
S. Ali Mirza, Timo K. Tikka
Publikováno v:
Journal of Structural Engineering. 132:387-399
The ACI standard 318-02 permits the use of a moment magnifier approach for the design of slender composite steel-concrete columns. This approach is strongly influenced by the effective flexural stiffness (EI) , which varies due to the nonlinearity of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9153c62c3a7b6550592156ea1cd929d
https://doi.org/10.1061/(asce)0733-9445(2006)132:3(387)
https://doi.org/10.1061/(asce)0733-9445(2006)132:3(387)
Autor:
S. Ali Mirza, Timo K. Tikka
Publikováno v:
Journal of Structural Engineering. 131:569-581
The ACI Building Code permits the use of the equivalent uniform bending moment diagram factor ( Cm ) for computing the effect of moment gradient, along the column height, caused by unequal column end moments. The concept of equivalent uniform moment
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7c49125420cd17268fdcc3714a68316
https://doi.org/10.1061/(asce)0733-9445(2005)131:4(569)
https://doi.org/10.1061/(asce)0733-9445(2005)131:4(569)
Autor:
S. Ali Mirza, Timo K. Tikka
Publikováno v:
ACI Structural Journal. 102
The equivalent uniform moment diagram factor C m was introduced into design practice to eliminate the need for extensive calculations, based on the solution to a differential equation, to compute the effect of moment gradient, along the column height
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa677326a92b20e6e09e5ab2e98e949c
https://doi.org/10.14359/13537
https://doi.org/10.14359/13537
Autor:
Timo K. Tikka, S. Ali Mirza
Publikováno v:
ACI Structural Journal. 102
The ACI Building Code permits the use of a moment magnifier approach for the design of slender reinforced concrete columns. This approach was introduced into design practice to eliminate the need for extensive calculations, based on the solution to a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::574006fc18889e393d1c8314e3a7de7a
https://doi.org/10.14359/14792
https://doi.org/10.14359/14792
Autor:
Timo K. Tikka, Sher Ali Mirza
Publikováno v:
ACI Structural Journal. 101
The ACI Building Code, ACI 318-02, permits use of the equivalent uniform moment diagram factor C-sub-m for computing the effect of moment gradient, along the column height, caused by unequal column end moments. The concept of equivalent uniform momen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::afa017ba4efc0a55c02bc72367dae355
https://doi.org/10.14359/13338
https://doi.org/10.14359/13338
Autor:
Timo K. Tikka, S. Ali Mirza
Publikováno v:
ACI Structural Journal. 96
The ACI Building Code permits a moment magnifier approach for design of slender composite steel-concrete columns. This approach is strongly influenced by the effective flexural stiffness (EI) of the column which varies due to cracking, creep, and non
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25262f129d336aaf73e52f118d1aca45
https://doi.org/10.14359/592
https://doi.org/10.14359/592