المؤلفون: Tang L., Gouttefarde M., Doria A., Sun H., Wang H., Zhou C.

المساهمون: Tang, L., Gouttefarde, M., Doria, A., Sun, H., Wang, H., Zhou, C.

مصطلحات موضوعية: Buckling load, Cable pretension, Hamilton's principle, Lateral stiffne, Single-link flexible mechanism

Relation: info:eu-repo/semantics/altIdentifier/wos/WOS:000830571500011; volume:104; firstpage:499; lastpage:516; numberofpages:18; journal:APPLIED MATHEMATICAL MODELLING; http://hdl.handle.net/11577/3411943; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85121691741

الاتاحة: http://hdl.handle.net/11577/3411943
https://doi.org/10.1016/j.apm.2021.11.034

المؤلفون: Lewei Tang, Marc Gouttefarde, Alberto Doria, Haining Sun, Hongbing Wang, Changjiang Zhou

مصطلحات موضوعية: Hamilton's principle, Applied Mathematics, Modeling and Simulation, Buckling load, Single-link flexible mechanism, Cable pretension, Lateral stiffness

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0d751b83bcc4232f1b139077ade671de
http://hdl.handle.net/11577/3411943

المؤلفون: DING, Jie-min, WU, Hong-lei, Zhang, Zheng

المساهمون: Domingo Cabo, Alberto, Lázaro Fernández, Carlos Manuel

مصطلحات موضوعية: Hybrid string structure, Structural system, Structural optimization, Cable pretension force, Support, Ultimate bearing capacity

Relation: Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings; Symposium of the International Association for Shell and Spatial Structures; 2009; Valencia; urn:isbn:978-84-8363-461-5; http://hdl.handle.net/10251/7165

الاتاحة: http://hdl.handle.net/10251/7165

المؤلفون: GRANATA, Michele Fabio

المساهمون: Granata M. F.

مصطلحات موضوعية: bridge, stress ribbon, arch, thrust, cable pretension, tie, Settore ICAR/09 - Tecnica Delle Costruzioni

Relation: volume:2-1; firstpage:1; lastpage:16; numberofpages:16; journal:MECCANICA DEI MATERIALI E DELLE STRUTTURE; http://hdl.handle.net/10447/61325

الاتاحة: http://hdl.handle.net/10447/61325

المؤلفون: Shum, Waisun, Tsang, Chee Fon, Lin, Zhang

مصطلحات موضوعية: Cable natural frequency, Cable pretension forces, Cable-stayed bridge, Complete function collocation method, Reference state

Relation: http://repository.ust.hk/ir/Record/1783.1-76747; Bridge structures, v. 4, (2), 2008, p. 59-74; https://doi.org/10.1080/15732480802207636; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=1573-2487&rft.volume=4&rft.issue=2&rft.date=2008&rft.spage=59&rft.aulast=Shum&rft.aufirst=W.S.&rft.atitle=Complete+function+collocation+method+for+solving+preliminary+cable-stayed+bridge+pretension+forces&rft.title=Bridge+structures; http://www.scopus.com/record/display.url?eid=2-s2.0-77955747412&origin=inward

الاتاحة: http://repository.ust.hk/ir/Record/1783.1-76747
https://doi.org/10.1080/15732480802207636
http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=1573-2487&rft.volume=4&rft.issue=2&rft.date=2008&rft.spage=59&rft.aulast=Shum&rft.aufirst=W.S.&rft.atitle=Complete+function+collocation+method+for+solving+preliminary+cable-stayed+bridge+pretension+forces&rft.title=Bridge+structures
http://www.scopus.com/record/display.url?eid=2-s2.0-77955747412&origin=inward

المؤلفون: Arethas, John, Αρέθας, Ιωάννης

مصطلحات موضوعية: Καλωδιωτές γέφυρες, Επίπεδο δικτυωτό προσομοίωμα, Μη γραμμική στατική ανάλυση, Γεωμετρικές μη γραμμικότητες, Προσομοίωμα πολλών καλωδίων, Προένταση καλωδίων, Προκαταρκτικός σχεδιασμός, Χρόνος υπολογισμού, Cable-stayed bridges, Plane truss model, Nonlinear static analysis, Geometric nonlinearities, Multi-cable model, Cable pretension, Preliminary design, Computing time, Επιστήμες Μηχανικού και Τεχνολογία, Επιστήμη Πολιτικού Μηχανικού, Engineering and Technology, Civil Engineering

Relation: http://hdl.handle.net/10442/hedi/20673

الاتاحة: http://hdl.handle.net/10442/hedi/20673
https://doi.org/10.12681/eadd/20673

المؤلفون: Domingo Cabo, Alberto, Lázaro Fernández, Carlos Manuel, DING, Jie-min, WU, Hong-lei, Zhang, Zheng

مصطلحات الفهرس: Hybrid string structure, Structural system, Structural optimization, Cable pretension force, Support, Ultimate bearing capacity, info:eu-repo/semantics/conferenceObject

URL: http://hdl.handle.net/10251/7165