Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Payman Khalili Tehrani"'
Publikováno v:
Earthquake Engineering & Structural Dynamics. 52:1445-1462
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2172ad9643e0811492df59f35642ad7b
https://doi.org/10.1002/eqe.3824
https://doi.org/10.1002/eqe.3824
Publikováno v:
Bulletin of Earthquake Engineering. 14:3003-3023
Recent advances in performance-based seismic assessment and design of bridges call for the development of computationally efficient models with high fidelity for nonlinear static pushover and transient dynamic analyses. Response models of bridge abut
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e045e23a8b528bf5c0a136cf06f93f9
https://doi.org/10.1007/s10518-016-9934-3
https://doi.org/10.1007/s10518-016-9934-3
Autor:
John W. Wallace, Anne Lemnitzer, Jonathan P. Stewart, Chang-Soon Rha, Payman Khalili-Tehrani, Ertugrul Taciroglu, Eric R. Ahlberg
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 136:1673-1685
A 3×3 bored pile group consisting of nine cast-in-drilled-hole reinforced concrete shafts and a comparable single-shaft were subjected to reversed cyclic, lateral head loading to investigate group interaction effects across a wide range of lateral d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4dd8b9366656dec09a10ff0a5a556f86
https://doi.org/10.1061/(asce)gt.1943-5606.0000383
https://doi.org/10.1061/(asce)gt.1943-5606.0000383
Publikováno v:
Journal of Bridge Engineering. 15:302-311
Abutment-backfill soil interaction can significantly influence the seismic response of bridges. In the present study, we provide numerical simulation models that are validated using data from recent experiments on the lateral response of typical abut
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::47831a356f022e340a55222bd27145ef
https://doi.org/10.1061/(asce)be.1943-5592.0000058
https://doi.org/10.1061/(asce)be.1943-5592.0000058
Publikováno v:
Structures Congress 2014.
Cable-stayed bridges provide an efficient structural solution over a wide range of span lengths and, as a structural form, are often used to build an iconic structure. Protecting them from threats, both malicious and accidental, presents a number of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a3e8670f1ba71be5a1daf523f2af173
https://doi.org/10.1061/9780784413357.034
https://doi.org/10.1061/9780784413357.034
Autor:
Payman Khalili-Tehrani, Jonathan P. Stewart, Eric R. Ahlberg, John W. Wallace, Anne Lemnitzer, Ertugrul Taciroglu, Chang-Soon Rha
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 140
The results of three full-scale lateral load tests of cast-in-drilled-hole RC piles are evaluated to provide insights into the soil-pile interaction behavior as represented by p-y curves (p = soil reaction/length; y = lateral pile deflection) spannin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6172e773bd5b20060b85448f7e1c5c8
https://doi.org/10.1061/(asce)gt.1943-5606.0000957
https://doi.org/10.1061/(asce)gt.1943-5606.0000957
Autor:
Jonathan P. Stewart, Robert L. Nigbor, Ertugrul Taciroglu, Chang-Soon Rha, Eric R. Ahlberg, John W. Wallace, Anne Lemnitzer, Alberto Salamanca, Payman Khalili-Tehrani
Publikováno v:
Structural Engineering Research Frontiers.
The focus of this study is the development of analytical and numerical models of soil-structure interaction in support structures that are frequently used in highway construction in urban settings. In a series of field tests, we have collected detail
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f06401cf3b0f37e3479f385b618867b5
https://doi.org/10.1061/40944(249)49
https://doi.org/10.1061/40944(249)49