پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شماره‌ها | 628 |
| تعداد مقالات | 9,179 |
| تعداد مشاهده مقاله | 67,526,985 |
| تعداد دریافت فایل اصل مقاله | 8,061,699 |
Macro Modeling of Column Removal in RC Frames with Consideration of Importance Factor and Infill Walls | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 5، دوره 11، شماره 2 - شماره پیاپی 30، مرداد 2023، صفحه 64-93 اصل مقاله (2.71 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2022.24267.1539 | ||
| نویسندگان | ||
| Seyed Ali Hassanzadeh1؛ Hamid Reza Ashrafi2؛ Mehdi Komasi* 3 | ||
| 1Teacher at Building Cluster, Ministry of Education, Lorestan, Iran | ||
| 2Assistant Professor, Department of Civil Engineering, Razi University, Kermanshah, Iran | ||
| 3Associate Professor, Department of Civil Engineering, Ayatollah Ozma Borujerdi University, Borujerd, Iran | ||
| تاریخ دریافت: 29 مرداد 1400، تاریخ بازنگری: 14 تیر 1401، تاریخ پذیرش: 17 تیر 1401 | ||
| چکیده | ||
| In this study, the effect of importance factor (IF) on RC frames with and without infill walls, in both with and without opening conditions, is evaluated against progressive collapse. For this purpose, RC building with the intermediate moment frame system for three levels of importance factor that these levels are intermediate, high, and very high IF is designed. OpenSees program is utilized for modeling RC frames. For this aim, the accuracy of modeling of column removal and infill walls are compared with experimental researches. In the present study, nonlinear dynamic analysis (NDA) and push-down analysis (PDA) were used for evaluating RC frames against progressive collapse in each column removal scenario. Analysis results showed that the effect of the importance factors in NDA and PDA are reduced to less than 24% and 13% when the infill walls are modeled in the frames. In the frame without infill walls, the influence of the importance factor is increased up to 36.1%. Also, in this study, it was found that the role of importance factors depends on the place of the removed column, which the effect of middle column removal is relatively twice than the corner column removal due to more redundancy. Other results about infill walls effects and opening in infill walls are presented in the paper. Finally, a proposed approach for column removal in NDA via OpenSees program is introduced, and its high accuracy is shown. This developed algorithm can remove any element of structure in different time intervals. | ||
| کلیدواژه‌ها | ||
| Element removal؛ Importance factor؛ Nonlinear dynamic analysis؛ Pushdown analysis؛ OpenSees | ||
| مراجع | ||
|
[1] General Service Administration, (2013). Alternate Path Analysis and Design Guidelines for Progressive Collapse Resistance, GSA, Washington D.C.
[2] UFC, (2016). UFC 4-023-03. Design of Buildings To Resist Progressive Collapse, DoD, Washington D.C.
[3] M. Sasani, (2008). Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns. Engineering Structures, 30, 2478–2491. https://doi.org/10.1016/j.engstruct.2008.01.019.
[4] M. Talaat, K.M. Mosalam, (2009). Modeling progressive collapse in reinforced concrete buildings using direct element removal. Earthquake Engineering and Structural Dynamics, 38, 609–634. https://doi.org/10.1002/eqe.898.
[5] M.H. Tsai, T.C. Huang, (2013). Progressive collapse analysis of an RC building with exterior partially infilled walls. Structural Design of Tall and Special Buildings, 22, 327–348. https://doi.org/10.1002/tal.690.
[6] A. Rahai, A. Shahin, F. Hatami, (2015). Progressive collapse resisting capacity of reinforced concrete load bearing wall structures. Journal of Central South University, 22, 2730–2738. https://doi.org/10.1007/s11771-015-2803-4.
[7] K.M. Mosalam, S. Günay, (2015). Progressive collapse analysis of reinforced concrete frames with unreinforced masonry infill walls considering in-plane/out-of-plane interaction. Earthquake Spectra, 31, 921–943. https://doi.org/10.1193/062113EQS165M.
[8] S. Li, S. Shan, C. Zhai, L. Xie, (2016). Experimental and numerical study on progressive collapse process of RC frames with full-height infill walls. Engineering Failure Analysis, 59, 57–68. https://doi.org/10.1016/j.engfailanal.2015.11.020.
[9] J. Yu, Y.P. Gan, J. Wu, H. Wu, (2019). Effect of concrete masonry infill walls on progressive collapse performance of reinforced concrete infilled frames. Engineering Structures, 191, 179–193. https://doi.org/10.1016/j.engstruct.2019.04.048.
[10] N. Eren, E. Brunesi, R. Nascimbene, (2019). Influence of masonry infills on the progressive collapse resistance of reinforced concrete framed buildings. Engineering Structures, 178, 375–394. https://doi.org/10.1016/j.engstruct.2018.10.056.
[11] F. di Trapani, L. Giordano, G. Mancini, (2020). Progressive Collapse Response of Reinforced Concrete Frame Structures with Masonry Infills. Journal of Engineering Mechanics, 146, 04020002. https://doi.org/10.1061/(asce)em.1943-7889.0001723.
[12] F. Wang, J. Yang, S. Nyunn, I. Azim, (2020). Effect of concrete infill walls on the progressive collapse performance of precast concrete framed substructures. Journal of Building Engineering, 32, 101461. https://doi.org/10.1016/j.jobe.2020.101461.
[13] K. Qian, D.Q. Lan, S.K. Li, F. Fu, (2021). Effects of infill walls on load resistance of multi-story RC frames to mitigate progressive collapse. Structures, 33, 2534–2545. https://doi.org/10.1016/j.istruc.2021.06.015.
[14] M. Bigonah, H. Soltani, M. Zabihi-Samani, M.A. Shyanfar, (2020). Performance evaluation on effects of all types of infill against the progressive collapse of reinforced concrete frames. Asian Journal of Civil Engineering, 21, 395–409. https://doi.org/10.1007/s42107-019-00208-z.
[15] M. Yaghoubi, R. Aghayari, S.S. Hashemi, (2021). Investigation of Progressive Collapse in Reinforced Concrete Buildings with Slab-Wall Structural System. Journal of Rehabilitation in Civil Engineering, 9, 40–60. https://doi.org/10.22075/jrce.2021.21194.1439.
[16] Building and Housing Research Center, (2015). Standard No. 2800 , Iranian Code of Practice for Seismic Resistant Design of Buildings, fourth, BHRC, Tehran.
[17] American Society of Civil Engineers, (2018). Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-16). American Society of Civil Engineers (ASCE),.
[18] ACI committee: ACI 318-19, (2019). Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, American Concrete Institute, Farmington Hills, MI.
[19] F. McKenna, GL. Fenves, MH. Scott, B. Jeremic, (2016). OpenSees: Open system for earthquake engineering simulation. http://opensees.berkeley.edu. Pacific Earthquake Engineering Research Center,.[20] Y. Bao, H.S. Lew, S.K. Kunnath, (2014). Modeling of Reinforced Concrete Assemblies under Column-Removal Scenario. Journal of Structural Engineering, 140, 04013026. https://doi.org/10.1061/(asce)st.1943-541x.0000773.
[21] M.A. Shayanfar, M.M. Javidan, (2017). Progressive Collapse-Resisting Mechanisms and Robustness of RC Frame–Shear Wall Structures. Journal of Performance of Constructed Facilities, 31, 04017045. https://doi.org/10.1061/(asce)cf.1943-5509.0001012.
[22] J.B. Mander, M.J.N. Priestley, R. Park, (1988). Theoretical Stress‐Strain Model for Confined Concrete. Journal of Structural Engineering, 114, 1804–1826. https://doi.org/10.1061/(asce)0733-9445(1988)114:8(1804).
[23] American Society of Civil Engineers, (2017). Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-17), ASCE, Reston, VA.
[24] M. Sasani, A. Kazemi, S. Sagiroglu, S. Forest, (2011). Progressive Collapse Resistance of an Actual 11-Story Structure Subjected to Severe Initial Damage. Journal of Structural Engineering, 137, 893–902. https://doi.org/10.1061/(asce)st.1943-541x.0000418.
[25] M.R. Ameri, A. Massumi, H. Masoomi, (2019). Effect of Structural Redundancy on Progressive Collapse Resistance Enhancement in RC Frame Structures. Journal of Performance of Constructed Facilities, 33, 04018092. https://doi.org/10.1061/(asce)cf.1943-5509.0001244.
[26] J. Kim, D. An, (2009). Evaluation of progressive collapse potential of steel moment frames considering catenary action. Structural Design of Tall and Special Buildings, 18, 455–465. https://doi.org/10.1002/tal.448.
[27] A. Kazemi-Moghaddam, M. Sasani, (2015). Progressive collapse evaluation of Murrah federal building following sudden loss of column G20. Engineering Structures, 89, 162–171. https://doi.org/10.1016/j.engstruct.2015.02.003.
[28] S. Nyunn, F. Wang, J. Yang, Q. feng Liu, I. Azim, S. Bhatta, (2020). Numerical studies on the progressive collapse resistance of multi-story RC buildings with and without exterior masonry walls. Structures, 28, 1050–1059. https://doi.org/10.1016/j.istruc.2020.07.049.
[29] Federal Emergency Management Agency, (2000). FEMA 356 - Prestandard and commentary for the seismic rehabilitation of buildings, FEMA, Washington, D.C.
[30] S. Li, M.M. Kose, S. Shan, H. Sezen, (2019). Modeling Methods for Collapse Analysis of Reinforced Concrete Frames with Infill Walls. Journal of Structural Engineering, 145, 04019011. https://doi.org/10.1061/(asce)st.1943-541x.0002285.
[31] A. Hashemi, K.M. Mosalam, (2006). Shake-table experiment on reinforced concrete structure containing masonry infill wall. Earthquake Engineering and Structural Dynamics, 35, 1827–1852. https://doi.org/10.1002/eqe.612.
[32] R. Moradi, E. Khalilzadeh-Vahidi, (2018). Comparison of Numerical Techniques of Masonry Infilled RC Frames for Lateral Loads. Journal of Concrete Structures and Materials, 3, 102–118. 10.30478/jcsm.2019.82172.
[33] F. Petrone, L. Shan, S. Kunnath, (2020). Assessment of Building Robustness against Disproportionate Collapse. Journal of Structural Engineering, 146, 04020272. https://doi.org/10.1061/(asce)st.1943-541x.0002820.
[34] Hosseini, M., Kenarangi, H. (2017). Application of OpenSees Software in modeling and analysis of structures. 4th Edition, Azadeh Publication, Tehran, Iran.
[35] Hosseini-Gelekolai, S.M., & Tabeshpour, M. (2011). Soft story design in reinforced concrete structure and effect of masonry infill wall. In Proceedings, sixth international conference of seismology and earthquake engineering, CDROM Tehran, Iran (pp. 1-18).
[36] G. Al-Chaar, G.E. Lamb, M.A. Issa, (2003). Effects of openings on structural performance of unreinforced masonry infilled frames. ACI Structural, 211, 247–262.
[37] M. Mohammadi, F. Nikfar, (2013). Strength and Stiffness of Masonry-Infilled Frames with Central Openings Based on Experimental Results. Journal of Structural Engineering, 139, 974–984. https://doi.org/10.1061/(asce)st.1943-541x.0000717.
[38] M.R. Tabeshpour, A. Noorifard, (2020). A new procedure to determine equivalent strut of infill walls with openings for engineering applications. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 173, 585–601. https://doi.org/10.1680/jstbu.18.00113.
[39] A. Kheyroddin, M. Gerami, F. Mehrabi, (2014). Assessment of the dynamic effect of steel frame due to sudden middle column loss. Structural Design of Tall and Special Buildings, 23, 390–402. https://doi.org/10.1002/tal.1049.
[40] N. Mashhadiali, A. Kheyroddin, R. Zahiri-Hashemi, (2016). Dynamic Increase Factor for Investigation of Progressive Collapse Potential in Tall Tube-Type Buildings. Journal of Performance of Constructed Facilities, 30, 04016050. https://doi.org/10.1061/(asce)cf.1943-5509.0000905.
[41] B. Asgarian, F. Hashemi Rezvani, (2012). Progressive collapse analysis of concentrically braced frames through EPCA algorithm. Journal of Constructional Steel Research, 70, 127–136. https://doi.org/10.1016/j.jcsr.2011.10.022.
[42] M.H. Scott, G.L. Fenves, (2010). Krylov Subspace Accelerated Newton Algorithm: Application to Dynamic Progressive Collapse Simulation of Frames. Journal of Structural Engineering, 136, 473–480. https://doi.org/10.1061/(asce)st.1943-541x.0000143.
[43] M.H. Scott, G.L. Fenves, (2020). Erratum for “Krylov Subspace Accelerated Newton Algorithm: Application to Dynamic Progressive Collapse Simulation of Frames” by Michael H. Scott and Gregory L. Fenves. Journal of Structural Engineering, 146, 08220003. https://doi.org/10.1061/(asce)st.1943-541x.0002748.
[44] A.H. Arshian, G. Morgenthal, (2017). Three-dimensional progressive collapse analysis of reinforced concrete frame structures subjected to sequential column removal. Engineering Structures, 132, 87–97. https://doi.org/10.1016/j.engstruct.2016.11.018.
[45] F. Rezaie, S.M. Fakhradini, M. Ghahremannejad, (2018). Numerical Evaluation of Progressive Collapse Potential in Reinforced Concrete Buildings with Various Floor Plans Due to Single Column Removal. Civil Engineering Infrastructures Journal, 51, 405–424. 10.7508/ceij.2018.02.010.
[46] H.R. Ashrafi, S.A. Hassanzadeh, (2018). Investigation of progressive collapse in reinforced concrete frames, considering end rigid zones and various scenarios for column removal duration. Journal of Structural and Construction Engineering, 5, 66–84. 10.22065/JSCE.2017.86030.1172.
[47] H.R. Ashrafi, S.A. Hassanzadeh, (2020). Introducing an optimal method for macro modeling of nonlinear dynamic analysis) in progressive collapse (A case study : OpenSees program). Journal of Structural and Construction Engineering, 7, 5–25. 10.22065/JSCE.2018.113761.1425.
[48] L. Taylor, J. Cao, A.P. Karafillis, M.C. Boyce, (1995). Numerical simulations of sheet-metal forming. Journal of Materials Processing Tech., 50, 168–179. https://doi.org/10.1016/0924-0136(94)01378-E.
[49] F. Kiakojouri, M.R. Sheidaii, (2018). Effects of finite element modeling and analysis techniques on response of steel moment-resisting frame in dynamic column removal scenarios. Asian Journal of Civil Engineering, 19, 295–307. https://doi.org/10.1007/s42107-018-0027-2.
[50] E. Gavalas, I. Pressas, S. Papaefthymiou, (2018). Mesh sensitivity analysis on implicit and explicit method for rolling simulation. International Journal of Structural Integrity, 9, 465–474. https://doi.org/10.1108/IJSI-07-2017-0046.
[51] S.R. Wu, L. Gu, (2012). Introduction to the Explicit Finite Element Method for Nonlinear Transient Dynamics, John Wiley & Sons, Hoboken, New Jersey. https://doi.org/10.1002/9781118382011.
[52] A.K. Chopra, (2019). Dynamics of Structures: Theory and Applications to Earthquake Engineering, Five Edition, Prentice-Hall, UK.
[53] B. Kordbagh, M. Mohammadi, (2017). Influence of seismicity level and height of the building on progressive collapse resistance of steel frames. Structural Design of Tall and Special Buildings, 26, e1305. https://doi.org/10.1002/tal.1305.
[54] B. Kordbagh, M. Mohammadi, (2018). Influence of Panel Zone on Progressive Collapse Resistance of Steel Structures. Journal of Performance of Constructed Facilities, 32, 04018014. https://doi.org/10.1061/(asce)cf.1943-5509.0001152.
[55] J. Weng, K.H. Tan, C.K. Lee, (2017). Modeling progressive collapse of 2D reinforced concrete frames subject to column removal scenario. Engineering Structures, 141, 126–143. https://doi.org/10.1016/j.engstruct.2017.03.018.
[56] Q. Zhang, Y. Li, (2017). The performance of resistance progressive collapse analysis for high-rise frame-shear structure based on opensees. Shock and Vibration, 2017, 518232. https://doi.org/10.1155/2017/3518232.
[57] G.R. Havaei, (2018). Assessment of sliding-rubber isolator effect in progressive collapse of bridges under two scenarios. Structural Design of Tall and Special Buildings, 27, e1418. https://doi.org/10.1002/tal.1418.
[58] M. Ghahremannejad, Y. Park, (2016). Impact on the number of floors of a reinforced concrete building subjected to sudden column removal. Engineering Structures, 111, 11–23. https://doi.org/10.1016/j.engstruct.2015.12.006.
[59] M. Li, M. Sasani, (2015). Integrity and progressive collapse resistance of RC structures with ordinary and special moment frames. Engineering Structures, 95, 71–79. https://doi.org/10.1016/j.engstruct.2015.03.050.
[60] A. Pachenari, A. Keramati, (2014). A method for modeling successive removal of columns in macromodeling frameworks. Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 24, 372–380. https://doi.org/10.2749/101686614X13844300210317.
[61] F.H. Rezvani, B. Behnam, H.R. Ronagh, M.S. Alam, (2017). Failure progression resistance of a generic steel moment-resisting frame under beam-removal scenarios. International Journal of Structural Integrity, 8, 308–325. https://doi.org/10.1108/IJSI-02-2016-0008.
[62] A. Naji, M. Khodaverdi Zadeh, (2019). Progressive Collapse Analysis of Steel Braced Frames. Practice Periodical on Structural Design and Construction, 24, 04019004. https://doi.org/10.1061/(asce)sc.1943-5576.0000414.
[63] B.I. Song, H. Sezen, (2013). Experimental and analytical progressive collapse assessment of a steel frame building. Engineering Structures, 56, 664–672. https://doi.org/10.1016/j.engstruct.2013.05.050.
[64] K. Khandelwal, S. El-Tawil, (2011). Pushdown resistance as a measure of robustness in progressive collapse analysis. Engineering Structures, 33, 2653–2661. https://doi.org/10.1016/j.engstruct.2011.05.013.
[65] C.T. Fallon, S.E. Quiel, C.J. Naito, (2016). Uniform Pushdown Approach for Quantifying Building-Frame Robustness and the Consequence of Disproportionate Collapse. Journal of Performance of Constructed Facilities, 30, 04016060. https://doi.org/10.1061/(asce)cf.1943-5509.0000912.
[66] S. Shan, S. Li, S. Xu, L. Xie, (2016). Experimental study on the progressive collapse performance of RC frames with infill walls. Engineering Structures, 111, 80–92. https://doi.org/10.1016/j.engstruct.2015.12.010.
[67] A.S.A. Tawfik Essa, M.R. Kotp Badr, A.H. El-Zanaty, (2014). Effect of infill wall on the ductility and behavior of high strength reinforced concrete frames. HBRC Journal, 10, 258–264. https://doi.org/10.1016/j.hbrcj.2013.12.005.
[68] H. Dabiri, A. Kheyroddin, A. Kaviani, (2019). A Numerical Study on the Seismic Response of RC Wide Column–Beam Joints. International Journal of Civil Engineering, 17, 377–395. https://doi.org/10.1007/s40999-018-0364-2.
[69] H. Dabiri, A. Kaviani, A. Kheyroddin, (2020). Influence of reinforcement on the performance of non-seismically detailed RC beam-column joints. Journal of Building Engineering, 31, 101333. https://doi.org/10.1016/j.jobe.2020.101333. | ||
|
آمار تعداد مشاهده مقاله: 707 تعداد دریافت فایل اصل مقاله: 321 |
||