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Investigation of Earthquake Significant Duration on the Seismic Performance of Adjacent Steel Structures in Near-Source | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 6، دوره 9، شماره 1 - شماره پیاپی 21، اردیبهشت 2021، صفحه 84-101 اصل مقاله (1.76 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2020.20373.1410 | ||
| نویسندگان | ||
| Mansoureh Rezaee Manesh1؛ Somayyeh Fattahi1؛ Hamid Saffari* 2 | ||
| 1Master of Science in Earthquake engineering, Water and Environment Engineering Faculty Shahid Beheshti University, Tehran, Iran | ||
| 2Assistant Professor, Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University, Tehran, Iran | ||
| تاریخ دریافت: 21 اردیبهشت 1399، تاریخ بازنگری: 31 خرداد 1399، تاریخ پذیرش: 14 مهر 1399 | ||
| چکیده | ||
| According to the recent Earthquake records, the earthquake duration is longer in some areas, resulting into more structural damage. One of the important factors in reducing earthquake damages is the separation gap between two adjacent structures. This case study investigated the effect of significant duration of the earthquake on two adjacent steel moment-resisting structures with different heights and near to active fault. The pounding between pairs of three 3, 6 and 9-story steel moment frames was evaluated using a nonlinear time history analysis method considering the reduced stiffness and strength. The results showed that for the intended type 3-soil, the risk of pounding and collapse amplification among the 3- and 6-story buildings are higher than others. This is due to the necessity of the Iranian standard 2800 to calculate the separation gap by the nonlinear methods for the buildings with height more than 8 stories. Also, the analysis of the significant duration of the applied earthquakes demonstrated that this parameter is a determining and effective factor in the pounding of structures, especially the adjacent buildings with defferent heights. It is noteworthy all of the analysis was done by 9 earthquake records. This study recommended using the nonlinear method to calculate separation gap while designing two adjacent steel moment-resisting structures with different heights in the near-field area and on the soft soil. | ||
| کلیدواژه‌ها | ||
| Significant Duration؛ Impact of Buildings؛ Seismic Joint؛ Near Fault Area | ||
| مراجع | ||
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[1] Raghunandan M. Influence of long duration ground shaking on collapse of reinforced concrete structures. University of Colorado at Boulder, 2013. [2] Salmon MW, Short SA, Kennedy RP. Strong motion duration and earthquake magnitude relationships. Lawrence Livermore National Lab., CA (United States); EQE International, In; 1992. [3] Chai YH, Fajfar P, Romstad KM. Formulation of Duration-Dependent Inelastic Seismic Design Spectrum. J Struct Eng 1998;124:913–21. doi:10.1061/(ASCE)0733-9445(1998)124:8(913). [4] Verdugo R, González J. Liquefaction-induced ground damages during the 2010 Chile earthquake. Soil Dyn Earthq Eng 2015;79:280–95. doi:10.1016/j.soildyn.2015.04.016. [5] Bhattacharya S, Hyodo M, Goda K, Tazoh T, Taylor CA. Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake. Soil Dyn Earthq Eng 2011;31:1618–28. doi:10.1016/j.soildyn.2011.06.006. [6] Chandramohan R, Baker JW, Deierlein GG. Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records. Earthq Spectra 2016;32:927–50. doi:10.1193/122813eqs298mr2. [7] Capraro I. Damage, collapse potential and long duration effects of subduction ground motions on structural systems. University of British Columbia, 2018. [8] Fairhurst M, Bebamzadeh A, Ventura CE. Effect of Ground Motion Duration on Reinforced Concrete Shear Wall Buildings. Earthq Spectra 2019;35:311–31. doi:10.1193/101117EQS201M. [9] Chandramohan R. Duration of earthquake ground motion: Influence on structural collapse risk and integration in design and assessment practice. 2016. [10] Abbaszadeh Shahri A, Rajablou R, Ghaderi A. An Improved Method for Seismic Site Characterization with Emphasis on Liquefaction Phenomenon. J Rehabil Civ Eng 2013;1:53–65. [11] CA C. Does duration really matter? Proceedings of the FHWA/NCEER workshop on the national representation of seismic ground motion for new and existing highway. Burlingame, California: Organized by NCEER project 106-F-5.4.1 and ATC project ATC-18-1 facilities. 1997. [12] Iervolino I, Manfredi G, Cosenza E. Ground motion duration effects on nonlinear seismic response. Earthq Eng Struct Dyn 2006;35:21–38. doi:10.1002/eqe.529. [13] Hancock J, Bommer JJ. A State-of-Knowledge Review of the Influence of Strong-Motion Duration on Structural Damage. Earthq Spectra 2006;22:827–45. doi:10.1193/1.2220576. [14] Dutta A, Mander JB. Energy Based Methodology for Ductile Design of Concrete Columns. J Struct Eng 2001;127:1374–81. doi:10.1061/(ASCE)0733-9445(2001)127:12(1374). [15] Bommer JJ, Magenes G, Hancock J, Penazzo P. The Influence of Strong-Motion Duration on the Seismic Response of Masonry Structures. Bull Earthq Eng 2004;2:1–26. doi:10.1023/B:BEEE.0000038948.95616.bf. [16] Raghunandan M, Liel AB. Effect of ground motion duration on earthquake-induced structural collapse. Struct Saf 2013;41:119–33. doi:10.1016/j.strusafe.2012.12.002. [17] Barbosa AR, Ribeiro FLA, Neves LAC. Influence of earthquake ground-motion duration on damage estimation: application to steel moment resisting frames. Earthq Eng Struct Dyn 2017;46:27–49. doi:10.1002/eqe.2769. [18] Rezaee Manesh M, Saffari H. Relationships Between Significant, Bracketed and Uniform Durations with Earthquake Indices and Site Conditions Using Iranian Seismic Data. Sharif Journal of Civil Engineering. 2021 doi:10.24200/j30.2020.55728.2769 [19] Jankowski R, Mahmoud S. Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes. Bull Earthq Eng 2016;14:3075–97. doi:10.1007/s10518-016-9946-z. [20] Bravo-Haro MA, Elghazouli AY. Influence of earthquake duration on the response of steel moment frames. Soil Dyn Earthq Eng 2018;115:634–51. doi:10.1016/j.soildyn.2018.08.027. [21] Hoseini Vaez SR, Tabaei Aghdaei SS. Effect of the frequency content of earthquake excitation on damage detection in steel frames. J Rehabil Civ Eng 2019;7:124–40. [22] Mavronicola EA, Polycarpou PC, Komodromos P. Effect of ground motion directionality on the seismic response of base isolated buildings pounding against adjacent structures. Eng Struct 2020;207:110202. doi:10.1016/j.engstruct.2020.110202. [23] Zengin E, Abrahamson NA, Kunnath S. Isolating the effect of ground-motion duration on structural damage and collapse of steel frame buildings. Earthq Spectra 2020;36:718–40. doi:10.1177/8755293019891720. [24] Naeej M, Vaseghi Amiri J, Jalali SG. Stochastic Analysis of Adjacent Structures Subjected to Structural Pounding under Earthquake Excitation. J Rehabil Civ Eng 2019;7:153–65. [25] Pantelides CP, Ma X. Linear and nonlinear pounding of structural systems. Comput Struct 1998;66:79–92. doi:10.1016/S0045-7949(97)00045-X. [26] Maison BF, Kasai K. Analysis for a Type of Structural Pounding. J Struct Eng 1990;116:957–77. doi:10.1061/(ASCE)0733-9445(1990)116:4(957). [27] Barros RC, Naderpour H, Khatami SM, Mortezaei A. Influence of seismic pounding on RC buildings with and without base isolation system subject to near-fault ground motions. J Rehabil Civ Eng 2013;1:39–52. [28] Earthquake Design Building Regulations (Standard 2800). (1385) Third Edition, Road, Housing & Urban Development Research Center, n.d. [29] Chau KT, Wei XX, Shen CY, Wang LX. Experimental and theoretical simulations of seismic torsional poundings between two adjacent structures. 13th World Conf. Earthq. Eng. 13WCEE, 2004, p. 1–6. [30] Anagnostopoulos SA, Spiliopoulos K V. An investigation of earthquake induced pounding between adjacent buildings. Earthq Eng Struct Dyn 1992;21:289–302. doi:10.1002/eqe.4290210402. [31] Page RA. Ground motion values for use in the seismic design of the trans-Alaska pipeline system. vol. 672. US Geological Survey; 1972. [32] Rezaee Manesh M, Saffari H. Empirical equations for the prediction of the bracketed and uniform duration of earthquake ground motion using the Iran database. Soil Dyn Earthq Eng 2020;137:106306. doi:10.1016/j.soildyn.2020.106306. [33] Bolt BA. Duration of strong ground motion. Proc. 5th World Conf. Earthq. Eng., vol. 1, 1973, p. 1304–13. [34] Rezaee Manesh M, Saffari H, Analytical study of seismic durability and its destructive effects on structures and distribution of accelerated seismic durability of Iran, Disaster Prevention and Management Knowledge, vol 0. 3. 253-266 [35] Arias A. A measure of earthquake intensity in: Seismic Design for Nuclear Power Plants, Hansen, RJ 1970. [36] Trifunac MD, Brady AG. A study on the duration of strong earthquake ground motion. Bull Seismol Soc Am 1975;65:581–626. [37] Chandramohan R, Baker JW, Deierlein GG. Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records. Earthq Spectra 2016;32:927–50. doi:10.1193/122813EQS298MR2. [38] Lingfeng K, Maosheng G, Zhanxuan Z. The effect of duration of strong ground motion on the ductility demand of SDOF structure. IOP Conf Ser Earth Environ Sci 2019;304:032079. doi:10.1088/1755-1315/304/3/032079. [39] FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Buildings, American Society of Civil Engineers. November 2000. [40] Security D of H, Agency FEM, Division M, Washington DC. Hazus-MH, Multi-hazard Loss Estimation Methodology, n.d. [41] Dodaran MV. Impact of adjacent buildings during seismic loads, University of Mohaghegh Ardabili. 1393. [42] SeismoStruct v7.0 – A computer program for static and dynamic nonlinear analysis of framed structures," available from http://www.seismosoft.com. n.d. [43] http://ngawest2.berkeley.edu. PEER Ground Motion Database n.d. | ||
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