SEISMIC BEHAVIOUR OF EXTERIOR BEAM-COLUMN JOINTS WITH SQUARE SPIRAL CONFINEMENT

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.

ASHA P.; SUNDARARAJAN R.

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

Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2012 | Volume:13 | Issue:4 Page(s): 571-583

Download Full-Text

View:

330

Download:

130

Cites:

Information Journal Paper

Title

SEISMIC BEHAVIOUR OF EXTERIOR BEAM-COLUMN JOINTS WITH SQUARE SPIRAL CONFINEMENT

Author(s)

ASHA P. | SUNDARARAJAN R. | Issue Writer Certificate

Keywords

JOINT

CONFINEMENT

HYSTERESIS

STIFFNESS

ENERGY

STRAIN

DETAILING

Abstract

This paper presents the seismic behavior of exterior beam-column JOINTs with square spiral CONFINEMENT in the JOINT region along with different reinforcement DETAILING for anchorage of beam bars, CONFINEMENT in JOINT and additional reinforcement in beam and column. The performance of the specimens are compared in terms of lateral load-displacement HYSTERESIS loop, load ratio, percent of initial STIFFNESS versus displacement curves, total ENERGY dissipation, beam rotation at distances of D and 2D, STRAIN in beam main bars and crack pattern. Among all, the specimen with inclined bars from beam to column (named as SS2) was the most effective considering all the parameters taken for comparison. It is concluded that inclined bars from column to beam in SS2 can successfully move the plastic hinge away from the column face.

Cites

No record.

References

No record.

Cite

APA: Copy

ASHA, P., & SUNDARARAJAN, R.. (2012). SEISMIC BEHAVIOUR OF EXTERIOR BEAM-COLUMN JOINTS WITH SQUARE SPIRAL CONFINEMENT. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 13(4), 571-583. SID. https://sid.ir/paper/298918/en

Vancouver: Copy

ASHA P., SUNDARARAJAN R.. SEISMIC BEHAVIOUR OF EXTERIOR BEAM-COLUMN JOINTS WITH SQUARE SPIRAL CONFINEMENT. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2012;13(4):571-583. Available from: https://sid.ir/paper/298918/en

IEEE: Copy

P. ASHA, and R. SUNDARARAJAN, “SEISMIC BEHAVIOUR OF EXTERIOR BEAM-COLUMN JOINTS WITH SQUARE SPIRAL CONFINEMENT,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 13, no. 4, pp. 571–583, 2012, [Online]. Available: https://sid.ir/paper/298918/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops