پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شماره‌ها | 671 |
| تعداد مقالات | 9,764 |
| تعداد مشاهده مقاله | 69,509,245 |
| تعداد دریافت فایل اصل مقاله | 48,629,518 |
Modeling of Dynamic Behavior and Estimation of Damage Incurred by Self-Centering Rocking Walls | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 7، دوره 4، شماره 2 - شماره پیاپی 8، آبان 2016، صفحه 93-108 اصل مقاله (1.29 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2017.10565.1169 | ||
| نویسندگان | ||
| Abouzar Jafari1؛ Mohamad Reza Ghasemi* 2؛ Habib Akbarzadeh Bengar3؛ Behrooz Hassani4 | ||
| 1Ph.D. Candidate, Department of Civil Engineering, University of Sistan and Baluchestan, Zahedan, Iran | ||
| 2Professor, Department of Civil Engineering, University of Sistan and Baluchestan, Zahedan, Iran | ||
| 3Assistant Professor, Department of Civil Engineering, University of Mazandaran, Babolsar, Iran | ||
| 4Professor, Department of Mechanical Engineering, Ferdowsi University of Mashhad, Mashhad, Iran | ||
| تاریخ دریافت: 27 بهمن 1395، تاریخ بازنگری: 12 فروردین 1396، تاریخ پذیرش: 14 فروردین 1396 | ||
| چکیده | ||
| Self-centering rocking walls are known as viable alternatives to typical shear walls, as they provide a number of solutions for eliminating seismic flaws of conventional designs. These rocking walls have a generally positive impact on the seismic behavior of structural systems, but their design makes them susceptible to concrete crushing around their base, which can lead to significantly adverse effects on their seismic performance. This paper first models the dynamic behavior of these walls under cyclic loading and then uses a new approach to estimate the extent and quality of damage incurred by the wall at element level. The damage index used for this purpose acts as a quantitative scale measuring the quality of damage incurred by the concrete and therefore gauging the status of the wall. This paper uses the PERFORM 3D software for the procedure of modeling and damage estimation. To assess the accuracy of the modeling technique, results of numerical analyses are compared with the results of a full-scale load test. The quantitated damage incurred by the wall is then plotted for its surface and these damages are then compared with the actual results obtained from the test. The results indicate that the technique used by this paper to model the dynamic behavior of these walls can accurately simulate their behavior. Also, the damage index used in this paper provides an adequately accurate estimate of the damages incurred by this type of walls. | ||
| کلیدواژه‌ها | ||
| Self-Centering rocking walls؛ Damage Index؛ Post-Tensioning tendons؛ Modeling of nonlinear behavior | ||
| مراجع | ||
|
[1] EERI (2012). “The Mw 7.1 Erci ş-Van, Turkey Earthquake of October 23, 2011.” EERI Special Earthquake.
[2] Pilakoutas, K., Elnasha, A. (1995). “Cyclic behavior of reinforced concrete cantilever walls, part I: experimental results.” ACI Structural Journal 92(3), 271 -281.
[3] Salonikios, TN., Kappos, AJ., Tegos, IA., Penelis, GG. (2000). “Cyclic load behavior of low-slenderness reinforced concrete walls:failure modes, strength and deformation analysis, and design implications.” ACI Structural Journal 97(1), 132-141.
[4] Holden, T., Restrepo, JI., Mander, JB. (2003). “Seismic performance of precast reinforced and prestressed concrete walls.” Journal of Structural Engineering 129(3), 286-296.
[5] Ajrab, JJ., Pekcan, G., Mander, JB. (2004). “Rocking wall-frame structures with supplemental tendon systems.” Journal of Structural Engineering 130(6), 895–903..
[6] Marini, A., Riva, P., Fattori, L. (2007). “Repair and retrofitting of structural RC walls by means of post-tensioned tendons.” In : 6th international conference on fracture mechanics of concrete and concrete structures, Catania, 1157-1165.
[7] Housner, GW. (1963). “The behavior of inverted pendulum structures during earthquake.” Bulletin of the Seismological Society of America 53(2), 403–417..
[8] Meek, JW. (1975). “Effects of foundation tipping on dynamic response.” Journal of the Structural Division 101: (7), 1297–1311.
[9] Aslam, M., Goddon, WG., Scalise, DT. (1980). “Earthquake rocking response of rigid bodies.” Journal of Structural Engineering 106(2), 377–392.
[10] Priestley, MJN., Tao, J. (1993). “Seismic response of precast prestressed concrete frames with partially debonded tendons.” PCI Journal 38(1), 58–69.
[11] Priestley, MJN., MacRae, GA. (1996). “Seismic testing of precast beam-to-column joint assemblage with unbounded tendons.” PCI Journal 41(1), 64–80.
[12] Kurama, Y. (1998). “Seismic design and response evaluation of unbounded posttensioned precast concrete walls.” Earthquake engineering research report, Lehigh University, Lehigh.
[13] Pampanin, S. (2005). “Emerging solutions for high seismic performance of precast/prestressed concrete buildings.” Journal of Advanced Concrete Technology 3(2), 207-223.
[14] Mander, JB., Cheng, CT. (1997). “Seismic resistance of bridge piers based on damage avoidance design.” Technical, Buffalo.
[15] Shen, Q., kurama, YC. (2002). “Nonlinear behavior of posttensioned hybrid coupled wall sub assemblages.” Journal of Structural Engineering 128(10), 1290-1300.
[16] Twigden, KM., Sritharan, R, Henry, RS. (2017). “Cyclic testing of unbonded post-tensioned concrete wall systems with and without supplemental damping.” Engineering Structures 140, 406-420
[17] Boroschek, RL., Yanez, FV. (2000). “Experimental verification of basic analytical assumptions used in the analysis of structural wall buildings.” Engineering Structures 22(6), 657-669.
[18] Riva, P., Meda, A., Giuriani, E. (2003). “Cyclic behavior of a full scale RC structural wall.” Engineering Structures 25(6), 835–845.
[19] Preti, M., Giuriani , E. (2007). “Preliminary results on a full scale experiment on seismic rocking structural walls.” In : Third Central European Congress on Concrete Engineering, Visegrad, Hungary.
[20] Preti, M., Giuriani, E. (2007). “A Full Scale Test on the Structural Wall Ductility under Cyclic Loading.” Technical, Brescia.
[21] Preti, M., Giuriani, E. (2012). “Full Scale Experimental Investigation on Seismic Structural Walls.” In : Fifteenth world conference on earthquake engineering, Lisbon, Portugal.
[22] Preti, M., Meda, A. (2015). “RC structural wall with unbounded tendons strengthened with high-performance fiber-reinforced concrete.” Materials and Structures 48(1), 249–260.
[23] Yooprasertchai, E., Warnitchai, P., Hadiwijaya, I. J. (2016). “Seismic performance of precast concrete rocking walls with buckling restrained braces.” Magazine of Concrete Research 68(9), 462–476.
[24] Henry, RS., Sritharan, S., Ingham,. M. (2016). “Residual drift analyses of realistic self-centering concrete wall systems.” Earthquakes and Structures 10(2), 409-428.
[25] Hassanli, R., ElGawady, MA., Mills, JE. (2016). “Force–displacement behavior of unbounded post-tensioned concrete walls.” Engineering Structures 106(1), 495–505.
[26] Stone, WC., Taylor, AW. (1993). “Seismic performance of circular bridge column designed in accordance with AASHTO/CALTRANS standards.”, Gaithersburg, Md.
[27] Williams, MS., Villemure, I., Sexsmith, RG. (1997). “Evaluation of seismic damage indices for concrete elements loaded in combined shear and flexure.” ACI Structural Journal 94(3), 315–322.
[28] Hindi, RA., Sexsmith, RG. (2001). “A proposed damage model for RC bridge columns under cyclic loading.” Earthquake Spectra 17(2), 261–290.
[29] Kim, TH., Lee, KM., Chung, YS., Shin, HM. (2005). “Seismic damage assessment of reinforced concrete bridge columns.” Engineering Structures 27(4), 576–592.
[30] Preti, M., Marini, A., Metelli, G., Giuriani, E. (2009). “Full Scale Experimental Investigation on a Prestressed Rocking Structural Wall with Unbonded Steel Dowels as Shear Keys.” In : 13th Conference ANIDIS on Earthquake Engineering, Bologna, Italy.
[31] Computers & Structures, I. (2006). “PERFORM Components and Elements for PERFORM-3D and PERFORM-COLLAPSE.” University Ave, Berkeley, USA.
[32] Kappos, A. (1991). “Analytical prediction of collapse earthquake for RC buildings: suggested methodology.” Earthquake Engineering and Structural Dynamics 20(2), 167-176.
[33] Esfandiari, A. (2009). “Shear Strength of Structural Concrete Members Using a Uniform Shear Element Approach (PhD Dissertation).” University of British Columbia
[34] American Society of Civil Engineers (2007). “Seismic Rehabilitation of Existing Buildings (ASCE41-06) .” ASCE, Reston, U.S.A.
[35] Walsh, KQ., Kurama, YC. (2009). “Behavior and Design of Unbounded Post-Tensioning Strand/Anchorage Systems for Seismic Applications.” Structural Engineering Research Report, Indiana. | ||
|
آمار تعداد مشاهده مقاله: 1,692 تعداد دریافت فایل اصل مقاله: 1,401 |
||