multi story RC frames

 

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Kasim Armagan Korkmaz, Fuat Demir, Mustafa Sivri
JoAnn Browning, Y. Roger Li, Abraham Lynn
Zhu Jie-jiang, Zhang Pei-jun, Lü Xi-Iin, Rong Bai-sheng
Suyamburaja Arulselvan, K. Subramanian, E. B. Perumal Pillai, A. R. Santhakuma
Salah El-Din Fahmy Taher, Hamdy Mohy El-Din Afefy

Publication: Seismic Vulnerability of Buildings designed by Algerian code RPA99/Version 2003 using the Capacity Spectrum Method (CSM) (2007)

Author(s):

Farid Bakhti, Sid Ahmed Zermout, Youcef Mehani, Mizou Inukai, Tatsuya Azu

Reference:

7eme Colloque National AFPS - Ecole Centrale Paris

Preparation and upload by:

Dipl.-Ing. Mathias Leipold, Earthquake Damage Analysis Center, Bauhaus-Universität Weimar

Publication type:

Proceedings

Downloads:

Test setup: Capacity Curve - 3 Story RC Frame Structure - X direction

Test setup type:

multi story RC frame

Parameter:

Storey count:
3

Diagram (scan):

Diagram (data):

Test setup description (click to enlarge):

3 Story Building

Designed according to Algerian Code RPA99 and constructed after Boumerdes earthquake 2003.

7 Bays (7*3,50) * 3 Bays (3,80 +2,60 + 3,80)

 

Column dim.: 35 * 35 cm

Beam dim.: 30/40 cm and 30/30 cm

 

Concrete compressive strength fc = 25 MPa

Concrete tensile strength: ft = 2,1 MPa

Steel: fe = 400 MPa

...

Please choose experiment.

 

ERASMUS+ Key Action 2 – Strategic Partnerships
“Forecast Engineering: From Past Design to Future Decisions”

The creation of these resources has been funded by the ERASMUS+ grant program of the European Union under grant no. 2016-1-DE01-KA203-002905. Neither the European Commission nor the project‘s national funding agency DAAD are responsible for the content or liable for any losses or damage resulting of the use of these resources.