Subject Areas : Seismic Analysis and Design
1 - Department of Civil Engineering, Zahedan Branch, Islamic Azad University, Zahedan,Iran
Keywords:
Abstract :
References:
[1] Ahmadi, S., Meskin, H., and Rezalu, R. (2014). An analysis of Iranian arches with a special look at five and seven arches. In: The first scientific research congress of new horizons in the field of civil engineering, architecture, culture and urban management of Iran, Tehran, Association for the Development and Promotion of Basic Sciences and Techniques.
[2] Pouraminian, M., Sadeghi, A., and Pourbakhshian, S. (2011). Investigating the seismic stability of Iranian brick arches. Journal of Civil and Environmental Engineering, Volume (42), Number 1, 49-55.
[3] Karimi, A.H., Ethical, A., (2017). Recognizing the structural behavior of conventional arches in traditional Iranian architecture. In: 11th International Congress of Civil Engineering, Tehran, University of Tehran, Tehran.
[4] Hijazi, M., (2008). The effect of placing bricks on the structural behavior of semicircular brick arches. In: Third National Congress of Civil Engineering, Tabriz.
[5] Hijazi, M., (2008). Optimal shape of brick arches under weight load. In: Third National Congress of Civil Engineering, Tabriz.
[6] Dashti Rahmatabadi, M.A., Karimi Zarchi, V., (2016). Investigation of arches in terms of structural performance. In: The first international conference on civil engineering. Architecture and sustainable green city, Hamadan.
[7] Radahmadi, M., (2018). Static analysis of Iranian arches under weight load by finite element method. In: The 4th National Conference on Strengthening and Preservation of Permanent Buildings, Arak.
[8] Brandonisio, G., Mele, E., De Luca, A. (2017). Limit analysis of masonry circular buttressed arches under horizontal loads, Meccanica, 52, 2547-2565.
[9] Seyedsjadi, S.M, (spring and summer 2019). Natural environment and ancient monuments of Sistan plain. Journal of Geographical Research, Nos. 56 and 57, 186-146.
[10] Amini, S.M., Mirjalili, A., (2014). Examining and comparing the modulus of elasticity and compressive strength of raw clay with the results of others. In: The first national conference on civil engineering and sustainable development of Iran.
[11] Reshno, M., Pakdel, S., and Dashti Rahmatabadi, M.A., (2013). Investigating the behavior of arched structures against incoming forces. In: National conference of practical approach to the implementation of scientific concepts, theoretical discussions and applied researches of technical sciences, Tehran, Payam Noor Ahar University.
[12] Akbarzadeh Morshedi, A., Taghi Panahi, F., (2020). Experimental Investigation of Brick Masonry Arches'(Vault and Rib cover) Behavior Unreinforced and Reinforced by C-FRP under vertical and Horizontal Load Simultaneously, Advance Researches in Civil Engineering, 2(3), 41-50.
[13] Sakbana, A., Mashreib, M., (2020). Análisis de elementos finitos de Vigas de Hormigón Armado CFRP, Revista ingeniería de construcción, 35, 148-169.
[1] Ahmadi, S., Meskin, H., and Rezalu, R. (2014). An analysis of Iranian arches with a special look at five and seven arches. In: The first scientific research congress of new horizons in the field of civil engineering, architecture, culture and urban management of Iran, Tehran, Association for the Development and Promotion of Basic Sciences and Techniques.
[2] Pouraminian, M., Sadeghi, A., and Pourbakhshian, S. (2011). Investigating the seismic stability of Iranian brick arches. Journal of Civil and Environmental Engineering, Volume (42), Number 1, 49-55.
[3] Karimi, A.H., Ethical, A., (2017). Recognizing the structural behavior of conventional arches in traditional Iranian architecture. In: 11th International Congress of Civil Engineering, Tehran, University of Tehran, Tehran.
[4] Hijazi, M., (2008). The effect of placing bricks on the structural behavior of semicircular brick arches. In: Third National Congress of Civil Engineering, Tabriz.
[5] Hijazi, M., (2008). Optimal shape of brick arches under weight load. In: Third National Congress of Civil Engineering, Tabriz.
[6] Dashti Rahmatabadi, M.A., Karimi Zarchi, V., (2016). Investigation of arches in terms of structural performance. In: The first international conference on civil engineering. Architecture and sustainable green city, Hamadan.
[7] Radahmadi, M., (2018). Static analysis of Iranian arches under weight load by finite element method. In: The 4th National Conference on Strengthening and Preservation of Permanent Buildings, Arak.
[8] Brandonisio, G., Mele, E., De Luca, A. (2017). Limit analysis of masonry circular buttressed arches under horizontal loads, Meccanica, 52, 2547-2565.
[9] Seyedsjadi, S.M, (spring and summer 2019). Natural environment and ancient monuments of Sistan plain. Journal of Geographical Research, Nos. 56 and 57, 186-146.
[10] Amini, S.M., Mirjalili, A., (2014). Examining and comparing the modulus of elasticity and compressive strength of raw clay with the results of others. In: The first national conference on civil engineering and sustainable development of Iran.
[11] Reshno, M., Pakdel, S., and Dashti Rahmatabadi, M.A., (2013). Investigating the behavior of arched structures against incoming forces. In: National conference of practical approach to the implementation of scientific concepts, theoretical discussions and applied researches of technical sciences, Tehran, Payam Noor Ahar University.
[12] Akbarzadeh Morshedi, A., Taghi Panahi, F., (2020). Experimental Investigation of Brick Masonry Arches'(Vault and Rib cover) Behavior Unreinforced and Reinforced by C-FRP under vertical and Horizontal Load Simultaneously, Advance Researches in Civil Engineering, 2(3), 41-50.
[13] Sakbana, A., Mashreib, M., (2020). Análisis de elementos finitos de Vigas de Hormigón Armado CFRP, Revista ingeniería de construcción, 35, 148-169.
