{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,9,26]],"date-time":"2025-09-26T04:57:06Z","timestamp":1758862626474,"version":"3.37.3"},"reference-count":40,"publisher":"Springer Science and Business Media LLC","issue":"7","license":[{"start":{"date-parts":[[2017,4,4]],"date-time":"2017-04-04T00:00:00Z","timestamp":1491264000000},"content-version":"unspecified","delay-in-days":0,"URL":"http:\/\/www.springer.com\/tdm"}],"content-domain":{"domain":["link.springer.com"],"crossmark-restriction":false},"short-container-title":["Int J Civ Eng"],"published-print":{"date-parts":[[2018,7]]},"DOI":"10.1007\/s40999-017-0215-6","type":"journal-article","created":{"date-parts":[[2017,4,5]],"date-time":"2017-04-05T11:08:03Z","timestamp":1491390483000},"page":"739-755","update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":7,"title":["Load-Path Influence in the Response of RC Buildings Subjected to Biaxial Horizontal Loadings: Numerical Study"],"prefix":"10.1007","volume":"16","author":[{"given":"Andr\u00e9","family":"Furtado","sequence":"first","affiliation":[]},{"ORCID":"https:\/\/orcid.org\/0000-0003-1373-4540","authenticated-orcid":false,"given":"Hugo","family":"Rodrigues","sequence":"additional","affiliation":[]},{"given":"Ant\u00f3nio","family":"Ar\u00eade","sequence":"additional","affiliation":[]}],"member":"297","published-online":{"date-parts":[[2017,4,4]]},"reference":[{"key":"215_CR1","doi-asserted-by":"publisher","unstructured":"Hajiazizi M, Bavali M, Fakhimi A (2017) Numerical and experimental study of the optimal location of concrete piles in a saturated sandy slope. Int J Civ Eng. doi: 10.1007\/s40999-017-0155-1","DOI":"10.1007\/s40999-017-0155-1"},{"key":"215_CR2","doi-asserted-by":"publisher","unstructured":"Smarzewski P, Barnat-Hunek D (2017) Property assessment of hybrid fiber-reinforced ultra-high-performance concrete. Int J Civ Eng. doi: 10.1007\/s40999-017-0145-3","DOI":"10.1007\/s40999-017-0145-3"},{"key":"215_CR3","doi-asserted-by":"crossref","first-page":"113","DOI":"10.1007\/s40999-016-0046-x","volume":"15","author":"K Sadeghi","year":"2017","unstructured":"Sadeghi K (2017) nonlinear numerical simulation of reinforced concrete columns under cyclic biaxial bending moment and axial loading. Int J Civ Eng 15:113\u2013124","journal-title":"Int J Civ Eng"},{"key":"215_CR4","first-page":"988","volume":"83","author":"DA Ross","year":"1986","unstructured":"Ross DA, Yen JR (1986) Interactive design of reinforced concrete columns with biaxial bending. ACI J 83:988\u2013993","journal-title":"ACI J"},{"key":"215_CR5","doi-asserted-by":"crossref","first-page":"2184","DOI":"10.1016\/j.compstruc.2006.08.065","volume":"84","author":"JL Bonet","year":"2006","unstructured":"Bonet JL, Barros MHFM, Romero ML (2006) Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending. Comput Struct 84:2184\u20132193","journal-title":"Comput Struct"},{"key":"215_CR6","doi-asserted-by":"crossref","first-page":"239","DOI":"10.1002\/eqe.2205","volume":"42","author":"H Rodrigues","year":"2013","unstructured":"Rodrigues H, Ar\u00eade A, Varum H, Costa A (2013) Experimental evaluation of rectangular reinforced concrete column behaviour under biaxial cyclic loading. Earthquake Eng Struct Dynam 42:239\u2013259","journal-title":"Earthquake Eng Struct Dynam"},{"key":"215_CR7","doi-asserted-by":"crossref","unstructured":"Tsuno K, Park R (2004) Experimental study of reinforced concrete bridge piers subjected to bi-directional quasi-static loading. Struct Eng Struct JSCE 21(1):11s\u201326s","DOI":"10.2208\/jsceseee.21.11s"},{"key":"215_CR8","unstructured":"CEB (1996) RC frames under earthquake loading. Lausanne Bull 220"},{"key":"215_CR9","doi-asserted-by":"crossref","first-page":"523","DOI":"10.1002\/eqe.4290040602","volume":"4","author":"H Takizawa","year":"1976","unstructured":"Takizawa H, Aoyama M (1976) Biaxial effects in modelling earthquake response of RC structures. Earthquake Eng Struct Dyn 4:523\u2013552","journal-title":"Earthquake Eng Struct Dyn"},{"key":"215_CR10","unstructured":"Otani S, Cheung VWT, Lai SS (1980) Reinforced concrete columns subjected to biaxial lateral load reversals. Presented at the 7th World Conf. on Earthq. Engrg, vol 6, pp 525\u2013532"},{"key":"215_CR11","unstructured":"K. Takiguchi, S. Kokusho, K. Kobayashi, and M. Kimura, \u201cResponse of RC column to horizontal bi-directional deflection history,\u201d presented at the Proc. 7th World conference on Earthquake engng, Istanbul, 1980."},{"key":"215_CR12","unstructured":"Park R, Zahn FA, Falconer TJ (1984) Strength and ductility of reinforced and prestressed concrete columns and piles under seismic loading. Presented at the World Conference on Earthquake Engineering, San Francisco, CA, USA"},{"key":"215_CR13","unstructured":"Low S, Moehle JP (1987) Experimental study of reinforced concrete columns subject to multiaxial cyclic loading. Earthq. Engrg. Res. Center, vol. Rep. No UCB\/EERC 87\u201314, Univ. of California, Berkeley, CA"},{"key":"215_CR14","unstructured":"Li K-N, Aoyana H, Otani S (1988) Reinforced concrete columns under varying axial load and bi-directional lateral load reversals. Presented at the Proceedings of the Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan"},{"key":"215_CR15","first-page":"3","volume":"86","author":"M Saatcioglu","year":"1989","unstructured":"Saatcioglu M, Ozcebe G (1989) Response of reinforced concrete columns to simulated seismic loading. ACI Struct J 86:3\u201312","journal-title":"ACI Struct J"},{"key":"215_CR16","first-page":"123","volume":"86","author":"FA Zahn","year":"1989","unstructured":"Zahn FA, Park R, Priestly MJN (1989) Strength and ductility of square reinforced concrete column sections subjected to biaxial bending. ACI Struct J 86:123\u2013131","journal-title":"ACI Struct J"},{"key":"215_CR17","unstructured":"Bousias SN, Verzelleti G, Fardis MN, Magonette G (1992) RC columns in cyclic biaxial bending and axial load. Presented at the 10th World Conf. on Earthq. Engrg, Madrid, pp 3041\u20133046"},{"key":"215_CR18","doi-asserted-by":"crossref","first-page":"1518","DOI":"10.1016\/S0141-0296(99)00090-5","volume":"23","author":"J-K Kim","year":"2000","unstructured":"Kim J-K, Lee S-S (2000) The behaviour of reinforced concrete columns subjected to axial force and biaxial bending. Eng Struct 23:1518\u20131528","journal-title":"Eng Struct"},{"key":"215_CR19","doi-asserted-by":"crossref","unstructured":"Qiu F, Li W, Pan P, Qian J (2002) Experimental tests on RC columns under biaxial quasi-static loading. Eng Struct 24:419\u2013428","DOI":"10.1016\/S0141-0296(01)00108-0"},{"key":"215_CR20","doi-asserted-by":"crossref","first-page":"467","DOI":"10.3130\/jaabe.4.467","volume":"4","author":"H Bechtoula","year":"2005","unstructured":"Bechtoula H, Kono S, Watanabe F (2005) Experimental and analytical investigations of seismic performance of cantilever reinforced concrete columns under varying transverse and axial loads. J Asian Archit Build Eng 4:467\u2013474","journal-title":"J Asian Archit Build Eng"},{"key":"215_CR21","unstructured":"Kawashima K, Ogimoto H, Hayakawa R, Watanabe G (2006) Effect of bilateral excitation on the seismic performance of reinforced concrete bridge columns. Presented at the 8th US National Confe. on Earthq. Engrg, paper, p 567"},{"key":"215_CR22","doi-asserted-by":"crossref","unstructured":"Chang S-Y (2010) Experimental studies of reinforced concrete bridge columns under axial load plus biaxial bending. J Struct Eng ASCE 12\u201325","DOI":"10.1061\/(ASCE)0733-9445(2010)136:1(12)"},{"key":"215_CR23","doi-asserted-by":"crossref","unstructured":"Rodrigues H, Furtado A, Ar\u00eade A (2016) Behavior of rectangular reinforced-concrete columns under biaxial cyclic loading and variable axial loads. J Struct Eng 142","DOI":"10.1061\/(ASCE)ST.1943-541X.0001345"},{"key":"215_CR24","unstructured":"Coelho E (1992) Comportamento s\u00edsmico de estruturas em p\u00f3rtico de bet\u00e3o armado\u2014Avalia\u00e7\u00e3o da resposta n\u00e3o-linear hister\u00e9tica. PhD Thesis, IST, Lisbon"},{"key":"215_CR25","doi-asserted-by":"crossref","unstructured":"Chang S-Y (2010) Experimental studies of reinforced concrete bridge columns under axial load plus biaxial bending. J Struct Eng 12\u201325","DOI":"10.1061\/(ASCE)0733-9445(2010)136:1(12)"},{"key":"215_CR26","volume-title":"Member-type models for the nonlinear seismic response of reinforced concrete structures. In: Donea J, jones PM (eds) Experimental and numerical methods in earthquake engineering.","author":"MN Fardis","year":"1991","unstructured":"Fardis MN (1991) Member-type models for the nonlinear seismic response of reinforced concrete structures. In: Donea J, jones PM (eds) Experimental and numerical methods in earthquake engineering. Kluwer Academic Publishers, Dordrecht"},{"key":"215_CR27","unstructured":"Clough W, Benuska K, Wilson E (1965) Inelastic earthquake response of tall buildings. Presented at the Proceedings of the Third World Conference on Earthquake Engineering, New Zealand"},{"key":"215_CR28","doi-asserted-by":"crossref","first-page":"2748","DOI":"10.1061\/(ASCE)0733-9399(1991)117:12(2748)","volume":"117","author":"MG Sfakianakis","year":"1991","unstructured":"Sfakianakis MG, Fardis MN (1991) Bounding surface model for cyclic biaxial bending of RC sections. J Eng Mech 117:2748\u20132769","journal-title":"J Eng Mech"},{"issue":"11","key":"215_CR29","doi-asserted-by":"crossref","first-page":"1353","DOI":"10.1016\/S0141-0296(03)00111-1","volume":"25","author":"KM Galal","year":"2003","unstructured":"Galal KM, Ghobarah A (2003) Flexural and shear hysteretic behaviour of RC columns with variable axial load. Eng Struct 25(11):1353\u20131367","journal-title":"Eng Struct"},{"key":"215_CR30","volume-title":"Methods of analysis for earthquake-resistant structures. In: Bozorgnia Y, Bertero VV (eds) Earthquake engineering\u2014from engineering seismology to performance-based engineering.","author":"FC Filippou","year":"2004","unstructured":"Filippou FC, Fenves GL (2004) Methods of analysis for earthquake-resistant structures. In: Bozorgnia Y, Bertero VV (eds) Earthquake engineering\u2014from engineering seismology to performance-based engineering. Cambridge University Press, Cambridge"},{"key":"215_CR31","doi-asserted-by":"crossref","unstructured":"Wen YK (1976) Method for random vibration of hysteretic systems. ASCE J Eng Mech Div 102(EM2):249\u2013263","DOI":"10.1061\/JMCEA3.0002106"},{"key":"215_CR32","unstructured":"Rom\u00e3o X, Costa A, Delgado R (2004) New model for the inelastic biaxial bending of reinforced concrete columns. In: 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada,"},{"key":"215_CR33","doi-asserted-by":"crossref","first-page":"5109","DOI":"10.1016\/S0020-7683(03)00258-0","volume":"40","author":"ME Marante","year":"2003","unstructured":"Marante ME, Fl\u00f3rez-L\u00f3pez J (2003) Three-dimensional analysis of reinforced concrete frames based on lumped damage mechanics. Int J Solids Struct 40:5109\u20135123","journal-title":"Int J Solids Struct"},{"key":"215_CR34","unstructured":"SeismoSoft (2004) SeismoStruc\u2014a computer program for static and dynamic nonlinear analysis of framed structures [online]. http:\/\/www.seismosoft.com"},{"key":"215_CR35","unstructured":"Bal IE, Craowley H, Pinho R (2010) Displacement-based earthquake loss assessment: method development and application to Turkish building stock. Rose School, IUSS Press, Research Reporto No. ROSE-2010\/02, Pavia, Italy"},{"key":"215_CR36","doi-asserted-by":"crossref","first-page":"38","DOI":"10.1080\/13632461003651869","volume":"14","author":"A Calabrese","year":"2010","unstructured":"Calabrese A, Almeida JP, Pinho R (2010) Numerical issues in distributed inelasticity modeling of RC frame elements for seismic analysis.. J Earthquake Eng 14:38\u201368","journal-title":"J Earthquake Eng"},{"key":"215_CR37","doi-asserted-by":"crossref","first-page":"553","DOI":"10.1007\/s11803-012-0141-1","volume":"11","author":"H Rodrigues","year":"2012","unstructured":"Rodrigues H, Varum H, Ar\u00eade A, Costa A (2012) A comparative efficiency analysis of different non-linear modelling strategies to simulate the biaxial response of RC columns. Earthquake Eng Eng Vibr 11:553\u2013566","journal-title":"Earthquake Eng Eng Vibr"},{"key":"215_CR38","doi-asserted-by":"crossref","first-page":"409","DOI":"10.1002\/eqe.4290210503","volume":"21","author":"P Madas","year":"1992","unstructured":"Madas P, Elnashai A (1992) A new passive confinement model for the analysis of concrete structures subjected to cyclic and transient dynamic loading. Earthquake Eng Struct Dynam 21:409\u2013431","journal-title":"Earthquake Eng Struct Dynam"},{"key":"215_CR39","doi-asserted-by":"crossref","first-page":"1804","DOI":"10.1061\/(ASCE)0733-9445(1988)114:8(1804)","volume":"114","author":"JB Mander","year":"1988","unstructured":"Mander JB, Priestley MJN, Park R (1988) Theoretical stress-strain model for confined concrete. J Struct Eng 114:1804\u20131826","journal-title":"J Struct Eng"},{"key":"215_CR40","unstructured":"Menegotto M, Pinto P (1973) Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. Lisbon, Portugal"}],"container-title":["International Journal of Civil Engineering"],"original-title":[],"language":"en","link":[{"URL":"http:\/\/link.springer.com\/article\/10.1007\/s40999-017-0215-6\/fulltext.html","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"http:\/\/link.springer.com\/content\/pdf\/10.1007\/s40999-017-0215-6.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"http:\/\/link.springer.com\/content\/pdf\/10.1007\/s40999-017-0215-6.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2022,7,27]],"date-time":"2022-07-27T06:28:36Z","timestamp":1658903316000},"score":1,"resource":{"primary":{"URL":"http:\/\/link.springer.com\/10.1007\/s40999-017-0215-6"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2017,4,4]]},"references-count":40,"journal-issue":{"issue":"7","published-print":{"date-parts":[[2018,7]]}},"alternative-id":["215"],"URL":"https:\/\/doi.org\/10.1007\/s40999-017-0215-6","relation":{},"ISSN":["1735-0522","2383-3874"],"issn-type":[{"type":"print","value":"1735-0522"},{"type":"electronic","value":"2383-3874"}],"subject":[],"published":{"date-parts":[[2017,4,4]]}}}