Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Wang, Jiawei"'
Publikováno v:
International Journal of Structural Integrity, 2020, Vol. 12, Issue 3, pp. 419-427.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-04-2020-0038
Publikováno v:
International Journal of Structural Integrity, 2019, Vol. 10, Issue 4, pp. 534-547.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-09-2018-0055
Publikováno v:
International Journal of Structural Integrity, 2018, Vol. 9, Issue 5, pp. 587-602.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-08-2017-0049
Publikováno v:
International Journal of Structural Integrity, 2018, Vol. 9, Issue 5, pp. 574-586.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-09-2017-0052
Publikováno v:
International Journal of Structural Integrity, 2018, Vol. 9, Issue 4, pp. 429-441.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-07-2017-0043
Publikováno v:
International Journal of Structural Integrity, 2018, Vol. 9, Issue 4, pp. 442-454.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-07-2017-0044
Publikováno v:
International Journal of Structural Integrity, 2018, Vol. 9, Issue 4, pp. 414-428.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-07-2017-0042
Publikováno v:
International Journal of Structural Integrity, 2018, Vol. 9, Issue 2, pp. 241-254.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-06-2017-0036
Autor:
Wang Jiawei, Sun Quan-sheng
Publikováno v:
International Journal of Structural Integrity. 11:354-378
Purpose In order to reduce the impact of bridge construction on traffic under the bridge, the construction of bridges for some important traffic nodes usually adopts the swivel construction method. The spherical hinge is a rotating mechanism located
Autor:
Wang Jiawei, Sun Quan-sheng
Publikováno v:
International Journal of Structural Integrity. 10:580-598
Purpose Swivel construction is a new bridge construction method, which can minimize the impact on railway and highway traffic. Previous studies were based on single factor and static analysis, which cannot reflect the real state of structures. The pu