EVALUATION OF SEISMIC SENSITIVITY OF TUNNEL FORM CONCRETE BUILDINGS TO MASS ECCENTRICITY IN PLAN

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.

MOHSENIAN V.; ROSTAMKALAEE S.; MOGHADAM A.S.; BEHESHTI AVAL S.B.

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

Journal Paper

Paper Information

Journal: Sharif Journal of Civil Engineering Year:2017 | Volume:33-2 | Issue:3.2 Page(s): 3-16

Download Full-Text

Persian Verion

View:

957

Download:

Cites:

Information Journal Paper

Title

EVALUATION OF SEISMIC SENSITIVITY OF TUNNEL FORM CONCRETE BUILDINGS TO MASS ECCENTRICITY IN PLAN

Author(s)

MOHSENIAN V. | ROSTAMKALAEE S. | MOGHADAM A.S. | BEHESHTI AVAL S.B. | Issue Writer Certificate

Keywords

TUNNEL FORM SYSTEMQ1

MASS ECCENTRICITYQ1

TORSIONQ2

FRAGILITY CURVEQ1

UNCOUPLED FREQUENCIES RATIOQ1

Abstract

Torsion is recognized as one of the main failure modes of buildings in preceding earthquakes. Studies on the tunnel-form buildings show the primacy of TORSIONal modes to translational modes in many models. This specification is unique to TORSIONally flexible buildings that eccentricity of mass, stiffness and TORSIONal component of earthquake lead to an increase in both displacement and force responses. There is much research surrounding asymmetric buildings. However, there are fewer studies reported on asymmetric tunnel form buildings. Despite its widespread use, there is not enough information regarding this new slab wall reinforced concrete tunnel-form system. Thus, identification and evaluation of performance of these buildings based on reasonable numerical results, including factors affecting response, are highly regarded by seismic codes.In this study, the sensitivity of tunnel-form buildings with 5 and 10 stories to in-plan one-way MASS ECCENTRICITY is studied. Mass eccentricities are assumed to be 5%, 10%, 15%, and 20% of the plan dimension. The performance level of these buildings, including different mass eccentricities in design earthquake, is determined by time history analysis with one directional earthquake excitation as well as push-over analysis. The effect of spandrels on seismic behavior of the buildings is investigated as well. Moreover, FRAGILITY CURVEs are determined for studied models by incremental dynamic analysis (IDA). The results show that tunnel-form buildings have high capacity and adequate seismic performance under effect of TORSION due to asymmetric distribution of mass in plan, in which both 5- and 10-storey tunnel-form buildings stay in the immediate occupancy performance level in design earthquake (475 years return period). It is also demonstrated that damage in the spandrels does not have considerable effect on overall seismic behavior of the buildings. Additionally, results indicate that mass center is not a reliable control point for displacement provisions, especially in high-rise buildings.

Cites

No record.

References

No record.

Cite

APA: Copy

MOHSENIAN, V., ROSTAMKALAEE, S., MOGHADAM, A.S., & BEHESHTI AVAL, S.B.. (2017). EVALUATION OF SEISMIC SENSITIVITY OF TUNNEL FORM CONCRETE BUILDINGS TO MASS ECCENTRICITY IN PLAN. SHARIF: CIVIL ENINEERING, 33-2(3.2 ), 3-16. SID. https://sid.ir/paper/127935/en

Vancouver: Copy

MOHSENIAN V., ROSTAMKALAEE S., MOGHADAM A.S., BEHESHTI AVAL S.B.. EVALUATION OF SEISMIC SENSITIVITY OF TUNNEL FORM CONCRETE BUILDINGS TO MASS ECCENTRICITY IN PLAN. SHARIF: CIVIL ENINEERING[Internet]. 2017;33-2(3.2 ):3-16. Available from: https://sid.ir/paper/127935/en

IEEE: Copy

V. MOHSENIAN, S. ROSTAMKALAEE, A.S. MOGHADAM, and S.B. BEHESHTI AVAL, “EVALUATION OF SEISMIC SENSITIVITY OF TUNNEL FORM CONCRETE BUILDINGS TO MASS ECCENTRICITY IN PLAN,” SHARIF: CIVIL ENINEERING, vol. 33-2, no. 3.2 , pp. 3–16, 2017, [Online]. Available: https://sid.ir/paper/127935/en

Related Journal Papers