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Namdar, Abdoullah / Mughieda, Omer / Bin Mohd Yasin, Ts Haji Azahar / Azhar, Falak (2023): Impact of earthquake’s epicenter distance to failure of the embankment – A seismic prediction. Dans: Frattura ed Integrità Strutturale, v. 18, n. 67 (17 décembre 2023).
https://doi.org/10.3221/igf-esis.67.09
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Namdar, Abdoullah / Karimpour-Fard, Mehran / Mughieda, Omer / Berto, Filippo / Muhammad, Nurmunira (2023): Crack simulation for the cover of the landfill – A seismic design. Dans: Frattura ed Integrità Strutturale, v. 17, n. 65 (22 juin 2023).
https://doi.org/10.3221/igf-esis.65.09
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Feng, Wanhui / Tang, Yunchao / Yang, Yongmin / Cheng, Ye / Qiu, Jianhui / Zhang, Hexin / Isleem, Haytham F. / Tayeh, Bassam A. / Namdar, Abdoullah (2023): Mechanical behavior and constitutive model of sustainable concrete: Seawater and sea-sand recycled aggregate concrete. Dans: Construction and Building Materials, v. 364 (janvier 2023).
https://doi.org/10.1016/j.conbuildmat.2022.130010
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Feng, Wanhui / Chen, Zheng / Tang, Yunchao / Liu, Feng / Yang, Fei / Yang, Yongmin / Tayeh, Bassam A. / Namdar, Abdoullah (2022): Fracture characteristics of sustainable crumb rubber concrete under a wide range of loading rates. Dans: Construction and Building Materials, v. 359 (décembre 2022).
https://doi.org/10.1016/j.conbuildmat.2022.129474
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Darvishi, Ershad / Namdar, Abdoullah / Feng, Xiong / Ge, Qi (2016): Seismic resistance of timber structure - a state of the art design. Dans: Procedia Structural Integrity, v. 2 ( 2016).
https://doi.org/10.1016/j.prostr.2016.06.343
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Namdar, Abdoullah (2016): A numerical investigation on soil-concrete foundation interaction. Dans: Procedia Structural Integrity, v. 2 ( 2016).
https://doi.org/10.1016/j.prostr.2016.06.351
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Namdar, Abdoullah (2016): Failure analysis of concrete frame - A numerical analysis. Dans: Procedia Structural Integrity, v. 2 ( 2016).
https://doi.org/10.1016/j.prostr.2016.06.350
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Namdar, Abdoullah (2020): Prediction of the settlement of a pile and assessment seismic soil-pile interaction - An analytical investigation. Dans: Procedia Structural Integrity, v. 28 ( 2020).
https://doi.org/10.1016/j.prostr.2020.10.037
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Namdar, Abdoullah (2020): The embankment-subsoil subjected to multidirectional seismic loading simultaneously-prediction of strain mechanism. Dans: Procedia Structural Integrity, v. 28 ( 2020).
https://doi.org/10.1016/j.prostr.2020.10.036
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Guo, Lijie / Li, Wenchen / Namdar, Abdoullah (2021): Using recycled aggregate for seismically monitoring of embankment-subsoil model. Dans: Case Studies in Construction Materials, v. 15 (décembre 2021).
https://doi.org/10.1016/j.cscm.2021.e00605
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Namdar, Abdoullah / Feng, Xiong (2014): Evaluation of safe bearing capacity of soil foundation by using numerical analysis method. Dans: Frattura ed Integrità Strutturale, v. 8, n. 30 (septembre 2014).
https://doi.org/10.3221/igf-esis.30.18
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Namdar, Abdoullah / Bin Zakaria, Ideris / Bt Hazeli, Azimah / Javid Azimi, Sayed / Bin Abd. Razak, Abdul Syukor / Gopalakrishna, G. S. (2013): An experimental study on flexural strength enhancement of concrete by means of small steel fibers. Dans: Frattura ed Integrità Strutturale, v. 7, n. 26 (septembre 2013).
https://doi.org/10.3221/igf-esis.26.03
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Namdar, Abdoullah (2012): Natural minerals mixture for enhancing concrete compressive strength. Dans: Frattura ed Integrità Strutturale, v. 6, n. 22 (septembre 2012).
https://doi.org/10.3221/igf-esis.22.04
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Namdar, Abdoullah / Nusrath, Asima (2010): Tsunami numerical modeling and mitigation. Dans: Frattura ed Integrità Strutturale, v. 4, n. 12 (avril 2010).
https://doi.org/10.3221/igf-esis.12.06
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Namdar, Abdoullah / Khodashenas Pelkoo, Mehdi (2009): Bearing capacity of mixed soil model. Dans: Frattura ed Integrità Strutturale, v. 3, n. 7 (janvier 2009).
https://doi.org/10.3221/igf-esis.07.06
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Namdar, Abdoullah / Pelko, Mehdi Khodashenas (2009): Numerical analysis of soil bearing capacity by changing soil characteristics. Dans: Frattura ed Integrità Strutturale, v. 3, n. 10 (octobre 2009).
https://doi.org/10.3221/igf-esis.10.05
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Namdar, Abdoullah (2019): The multilayered soil-structure seismic interaction and structure vibration mechanism. Dans: Frattura ed Integrità Strutturale, v. 14, n. 51 (décembre 2019).
https://doi.org/10.3221/igf-esis.51.21
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Namdar, Abdoullah / Dong, Yun / Liu, Yuyi (2018): Timber beam seismic design – A numerical simulation. Dans: Frattura ed Integrità Strutturale, v. 13, n. 47 (décembre 2018).
https://doi.org/10.3221/igf-esis.47.35
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Namdar, Abdoullah / Darvishi, Ershad / Feng, Xiong / Zakaria, Ideris / Yahaya, Fadzil Mat (2016): Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation. Dans: Frattura ed Integrità Strutturale, v. 10, n. 36 (mars 2016).
https://doi.org/10.3221/igf-esis.36.17
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Namdar, Abdoullah (2020): Forecasting bearing capacity of the mixed soil using artificial neural networking. Dans: Frattura ed Integrità Strutturale, v. 14, n. 53 (juin 2020).
https://doi.org/10.3221/igf-esis.23.22
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Namdar, Abdoullah / Saimai, Shan (2019): The Timber Floor Seismic Design by Means Finite Element Method. Dans: Civil Engineering Journal, v. 5, n. 7 (juillet 2019).
https://doi.org/10.28991/cej-2019-03091352
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Chen, Yadong / Lu, Fan / Namdar, Abdoullah / Cai, Jiangdong (2019): Working Mechanism of Pile Group with Different Pile Spacing in Dense Sand. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
https://doi.org/10.1155/2019/5376594
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Liu, Yuyi / Chang, Che-Way / Namdar, Abdoullah / She, Yuexin / Lin, Chen-Hua / Yuan, Xiang / Yang, Qin (2019): Stabilization of expansive soil using cementing material from rice husk ash and calcium carbide residue. Dans: Construction and Building Materials, v. 221 (octobre 2019).
https://doi.org/10.1016/j.conbuildmat.2019.05.157
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Namdar, Abdoullah / Dong, Yun / Deyu, Yin (2019): The Effect of Concrete Footing Shape in Differential Settlement: A Seismic Design. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
https://doi.org/10.1155/2019/9747896
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Liu, Yuyi / Su, Yunhe / Namdar, Abdoullah / Zhou, Guoqing / She, Yuexin / Yang, Qin (2019): Utilization of Cementitious Material from Residual Rice Husk Ash and Lime in Stabilization of Expansive Soil. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
https://doi.org/10.1155/2019/5205276