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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
T. Albanesi, S. Biondi, E. Candigliota, A. LeMaoult, C. Nuti
M. Leipold
Farhad Akhoundi, Graça Vasconcelos, Paulo Lourenço
Anténio Arêde, André Furtado, José Melo, Hugo Rodrigues, Humberto Varum, Nuno Pinto
Maria Teresa De Risi, Mariano Di Domenico, Paolo Ricci, Gerardo Mario Verderame, Gaetano Manfredi
Dmytro Dizhur, Kevin Walsh, Ivan Giongo, Hossein Derakhshan, Jason Ingham
André Furtado, Hugo Rodrigues, António Arêde, Humberto Varum
Ibrahim Serkan Misir, Ozgur Ozcelik, Sadik Can Girgin, Umut Yucel
Manuel Fernando Paulo Pereira, MF Pereira, JE Ferreira, Paulo B Lourenço
Yi-Hsuan Tu, Tsung-Hua Chuang, Pai-Mei Liu, Yuan-Sen Yang

Publication: Challenges and Main Features on Quasi-static Cyclic Out-of-plane Tests of Full-scale Infill Masonry Walls (2017)


Anténio Arêde, André Furtado, José Melo, Hugo Rodrigues, Humberto Varum, Nuno Pinto


Proceedings of the 7th International Conference on Advances in Experimental Structural Engineering (AESE)

Preparation and upload by:

Filip Anic, Faculty of Civil Engineering and Architecture Osijek, Josip Juraj Strossmayer University of Osijek

Publication type:



Publication abstract (click to enlarge):

An innovative testing set-up was developed in order to perform quasi-static out-of-plane tests of full-scale IM walls with airbags which was lately upgraded with pneumatic actuators. Both tests setups were described and discussed throughout the manuscript.


Quasi-static Cyclic Out-of-plane tests presents high level of difficulties due to the setups complexities and since it i

Test setup: Airbag tests

Test setup type:

RC frame


Storey count:

Diagram (scan):

Diagram (data):

Experiment: inf_05

Diagram (data):

Experiment type:

Experimental time-history


Derived from this publication


Concrete strength:
20 - 25 MPa
Steel strength:
Masonry strength:
1.1 MPa
Concrete young modulus:
Steel young modulus:
Masonry young modulus:
941.9 MPa
Area moment of inertia:


X values:
Y values:

Experiment description (click to enlarge):

Out-of-plane cyclic test with no previous in-plane damage, 2/3 with infilled without gravity load

Concrete strength: C 20/25

Reinforcement: A500

Masonry strength: 1.1 MPa (COV 11.3 %)

Msonry young modulus: 941.9 MPa (COV 24.8 %)

Crack pattern:


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“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.