SOIL-STRUCTURE INTERACTION MODELING EFFECTS ON SEISMIC RESPONSE OF CABLE-STAYED BRIDGE TOWER

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

ABDEL RAHEEM SHEHATA E.; HAYASHIKAWA TOSHIRO

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING Year:2013 | Volume:5 | Issue:- Page(s): 1-17

Download Full-Text

View:

327

Download:

107

Cites:

Information Journal Paper

Title

SOIL-STRUCTURE INTERACTION MODELING EFFECTS ON SEISMIC RESPONSE OF CABLE-STAYED BRIDGE TOWER

Author(s)

ABDEL RAHEEM SHEHATA E. | HAYASHIKAWA TOSHIRO | Issue Writer Certificate

Keywords

SOIL-STRUCTURE INTERACTION

CABLE-STAYED BRIDGE TOWERS

LINEAR LUMPED-PARAMETER MODEL

UPLIFT

SEISMIC DESIGN

NONLINEAR WINKLER SOIL MODEL

TIME HISTORY ANALYSIS

Abstract

A nonlinear dynamic analysis, including SOIL-STRUCTURE INTERACTION, is developed to estimate the seismic response characteristics and to predict the earthquake response of CABLE-STAYED BRIDGE TOWERS with spread foundation. An incremental iterative finite element technique is adopted for a more realistic dynamic analysis of nonlinear soil-foundation-superstructure interaction system under great-earthquake ground motion. Two different approaches to model soil foundation interaction are considered: nonlinear Winkler soil foundation model and linear lumped parameter soil model. The numerical results show that the simplified lumped-parameter-model analysis provides a good prediction for the peak response, but it overestimates the acceleration response and underestimates the UPLIFT force at the anchor between superstructure and pier. The soil bearing stress beneath the footing base is dramatically increased due to footing base UPLIFT. The predominant contribution to the vertical response at footing base resulted from the massive foundation rocking rather than from the vertical excitation.

Cites

EVALUATION OF SOIL–FOUNDATION-STRUCTURE INTERACTION EFFECTS ON SEISMIC RESPONSE DEMANDS OF MULTI-STORY MRF BUILDINGS ON RAFT FOUNDATIONS

References

Cite

APA: Copy

ABDEL RAHEEM, SHEHATA E., & HAYASHIKAWA, TOSHIRO. (2013). SOIL-STRUCTURE INTERACTION MODELING EFFECTS ON SEISMIC RESPONSE OF CABLE-STAYED BRIDGE TOWER. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 5(-), 1-17. SID. https://sid.ir/paper/319738/en

Vancouver: Copy

ABDEL RAHEEM SHEHATA E., HAYASHIKAWA TOSHIRO. SOIL-STRUCTURE INTERACTION MODELING EFFECTS ON SEISMIC RESPONSE OF CABLE-STAYED BRIDGE TOWER. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2013;5(-):1-17. Available from: https://sid.ir/paper/319738/en

IEEE: Copy

SHEHATA E. ABDEL RAHEEM, and TOSHIRO HAYASHIKAWA, “SOIL-STRUCTURE INTERACTION MODELING EFFECTS ON SEISMIC RESPONSE OF CABLE-STAYED BRIDGE TOWER,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 5, no. -, pp. 1–17, 2013, [Online]. Available: https://sid.ir/paper/319738/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops