1 |
Altunisik, A.C., Adanur, S., Genc, A.F., Gunaydin, M. and Okur, F.Y. (2016b), "Non-destructive testing of an ancient masonry bastion", J. Cult. Herit., 22, 1049-1054. https://doi.org/10.1016/j.culher.2016.05.008
DOI
|
2 |
Altunisik, A.C., Adanur, S., Genc, A.F., Gunaydin, M. and Okur, F.Y. (2017), "An Investigation of the seismic behaviour of an ancient masonry bastion using non-destructive and numerical methods", Exp. Mechs,, 57, 245-259. https://doi.org/10.1007/s11340-016-0239-x
DOI
|
3 |
Altunisik, A.C., Okur, F.Y., Genc, A.F., Gunaydin, M. and Karahasan, O. (2018a), "Automated model updating effect on the linear and nonlinear dynamic responses of historical masonry structures", Exp. Tech., 42(6), 605-621. https://doi.org/10.1007/s40799-018-0271-0
DOI
|
4 |
Altunisik, A.C., Genc, A.F., Gunaydin, M., Adanur, S. and Okur, F.Y. (2018b), "Ambient vibration-based system identification of a medieval masonry bastion for health assessment using nonlinear analyses", Int. J. Nonl. Sci. Numer. Simul., 19(2-3), 107-124.
DOI
|
5 |
ANSYS (2015), Swanson Analysis System, US.
|
6 |
Atamturktur, S. and Sevim, B. (2011), "Seismic performance assessment of masonry tile domes through nonlinear finiteelement analysis", J. Perform. Constr. Fac,. 26(4), 410-423. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000243
DOI
|
7 |
Bartoli, G., Betti, M. and Giordano, S. (2013), "In situ static and dynamic investigations on the ''Torre Grossa'' masonry tower", Eng. Struct., 52, 718-733. https://doi.org/10.1016/j.engstruct.2013.01.030
DOI
|
8 |
Bayraktar, A., Turker, T., Sevim, B., Altunisik, A.C. and Yildirim, F. (2009), "Modal parameter identification of Hagia Sophia Bell-Tower via ambient vibration test", J. Nondestr. Eval., 28, 37-47. https://doi.org/10.1007/s10921-009-0045-9
DOI
|
9 |
Parisi, F. and Augenti, N. (2013), "Earthquake damages to cultural heritage constructions and simplified assessment of artworks", Eng. Fail. Anal., 34, 735-760. https://doi.org/10.1016/j.engfailanal.2013.01.005
DOI
|
10 |
Peeters, B. (2000), "System identification and damage detection in civil engineering", Ph.D. Dissertation; K.U. Leuven, Belgium.
|
11 |
Pieraccini, M., Dei, D., Betti, M., Bartoli, G., Tucci, G. and Guardini, N. (2014), "Dynamic identification of historic masonry towers through an expeditious and no-contact approach: application to the "Torre Del Mangia" in Siena (Italy)", J. Cult. Herit., 15(3), 275-282. https://doi.org/10.1016/j.culher.2013.07.006
DOI
|
12 |
PULSE (2006), Analyzers and Solutions, Release 11.2. Bruel and Kjaer, Sound and Vibration Measurement A/S, Denmark.
|
13 |
Bayraktar, A., Altunisik, A.C., Sevim, B. and Turker, T. (2011), "Seismic response of a historical masonry minaret using a finite element model updated with operational modal testing", J. Vib. Control, 17, 129-149. https://doi.org/10.1177/1077546309353288
DOI
|
14 |
Bendat, J.S. and Piersol, A.G. (2004), Random Data: Analysis and Measurement Procedures, John Wiley and Sons, USA.
|
15 |
Bergamo, O., Campione, G., Donadello, S. and Russo, G. (2015), "In-situ NDT testing procedure as an integral part of failure analysis of historical masonry arch bridges", Eng. Fail. Anal., 57, 31-55. https://doi.org/10.1016/j.engfailanal.2015.07.019
DOI
|
16 |
Binda, L., Tiraboschi, C. and Baronio, G. (2003), "On site investigation on the remains of the Cathedral of Noto", Constr. Build. Mater., 17(8), 543-455. https://doi.org/10.1016/S0950-0618(03)00057-6
DOI
|
17 |
Cakir, F., Ergen, Y.B., Uysal, H. and Dogangun, A. (2016), "Influence of modified intended use on the seismic behavior of historical himis structures", Earthq. Struct., Int. J., 10(4), 893-911. https://doi.org/10.12989/eas.2016.10.4.893
DOI
|
18 |
Ceroni, F., Sica, S., Pecce, M.R. and Garofano, A. (2014), "Evaluation of the natural vibration frequencies of a historical masonry building accounting for SSI", Soil Dyn. Earthq. Eng., 64, 95-101. https://doi.org/10.1016/j.soildyn.2014.05.003
DOI
|
19 |
D'Ambrisi, A., Mariani, V. and Mezzi, M (2012), "Seismic assessment of a historical masonry tower with nonlinear static and dynamic analyses tuned on ambient vibration tests", Eng. Struct., 36, 210-219. https://doi.org/10.1016/j.engstruct.2011.12.009
DOI
|
20 |
Russo, S. (2016), "Integrated assessment of monumental structures through ambient vibrations and ND tests: The Case of Rialto Bridge", J. Cult. Herit., 19, 402-414. https://doi.org/10.1016/j.culher.2016.01.008
DOI
|
21 |
Ramos, L.F., Marques, L., Lourenco, P.B., De Roeck, G., Campos-Costa, A. and Roque, J. (2010), "Monitoring historical masonry structures with operational modal analysis: Two case studies", Mech. Syst. Signal Pr., 24(5), 1291-1305. https://doi.org/10.1016/j.ymssp.2010.01.011
DOI
|
22 |
Rainieri, C., Fabbrocino, G., Cosenza, E. and Manfredi, G. (2007), "Implementation of OMA procedures using labview: theory and application", Proceedings of 2nd International Operational Modal Analysis Conference, Copenhagen, Denmark, April-May.
|
23 |
Sayin, E. (2016), "Nonlinear seismic response of a masonry arch bridge", Earthq. Struct., Int. J., 10(2), 483-494. https://doi.org/10.12989/eas.2016.10.2.483
DOI
|
24 |
Damci, E., Temur, R., Bekdas, G. and Sayin, B. (2015), "Damages and causes on the structures during the October 23, 2011 Van earthquake in Turkey", Case Studies Constr. Mater., 3, 112-131. https://doi.org/10.1016/j.cscm.2015.10.001
DOI
|
25 |
Sevim, B., Bayraktar, A., Altunisik A.C., Atamturktur, S. and Birinci, F. (2011), "Assessment of nonlinear seismic performance of a restored historical arch bridge using ambient vibrations", Nonlinear Dyn,, 63(4), 755-770. https://doi.org/10.1007/s11071-010-9835-y
DOI
|
26 |
Tuluk, O.I. (2007), "Trabzon Iskender Pasa Camii: Fiziksel gelisim sureci uzerine bir degerlendirme", Uluslararasi Karadeniz Incelemeleri Dergisi, 1, 9-23.
|
27 |
Turker, T. (2014), "Structural evaluation of Aspendos (Belkis) Masonry Bridge", Struct. Eng. Mech., Int. J., 50(4), 419-439. https://doi.org/10.12989/sem.2014.50.4.419
DOI
|
28 |
Votsis, R.A., Kyriakides, N., Chrysostomou C.Z, Tantele, E. and Demetriou, T. (2012), "Ambient vibration testing of two masonry monuments in Cyprus", Soil Dyn. Earthq. Eng., 43, 58-68. https://doi.org/10.1016/j.soildyn.2012.07.015
DOI
|
29 |
Demir, A., Nohutcu, H., Ercan, E., Hokelekli, E. and Altintas, G. (2016), "Effect of model calibration on seismic behaviour of a historical mosque", Struct. Eng. Mech., Int. J., 60(5), 749-760. https://doi.org/10.12989/sem.2016.60.5.749
DOI
|
30 |
Rovithis, E. and Pitilakis, K. (2016), "Seismic assessment and retrofitting measures of a historic stone masonry bridge", Earthq. Struct., Int. J., 10(3), 645-667. https://doi.org/10.12989/eas.2016.10.3.645
DOI
|
31 |
Ewins, D.J. (1984), Modal Testing: Theory and Practice, Research Studies Press Ltd., Baldock, Hertfordshire, England.
|
32 |
Felber, A.J. (1993), "Development of hybrid bridge evaluation system", Ph.D. Dissertation; University of British Columbia, Vancouver, Canada.
|
33 |
Fragonara, L.Z., Boscato, G., Ceravolo, R., Russo, S., Ientile, S., Pecorelli, M.L. and Quattrone, A. (2017), "Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios", Bull. Earthq. Eng., 15, 313-337. https://doi.org/10.1007/s10518-016-9970-z
DOI
|
34 |
Gentile, C. and Saisi, A. (2007), "Ambient vibration testing of historic masonry towers for structural identification and damage assessment", Constr. Build. Mater., 21(6), 1311-1321. https://doi.org/10.1016/j.conbuildmat.2006.01.007
DOI
|
35 |
Gunaydin, M. (2018), "Experimental determination of the dynamic characteristics of a historical masonry minaret after repairing", Gufbed/Gustij, 8(2), 381-395.
|
36 |
Altunisik, A.C., Bayraktar, A. and Genc, A.F. (2015b), "Determination of the restoration effect on the structural behavior of masonry arch bridges", Smart Struct. Syst., Int. J., 16(1), 101-139. https://doi.org/10.12989/sss.2015.16.1.101
DOI
|
37 |
Acici, F.K. (2017), "Iskender pasha mosque and kulliye (Turkish-Ottoman social complex) as a Turkish era structure", Int. Refer. J. Des. Arch., 10, 275-289.
|
38 |
Altunisik, A.C., Kanbur, B. and Genc, A.F. (2015a), "The effect of arch geometry on the structural behavior of masonry bridges", Smart Struct. Syst., Int. J., 16(6), 1069-1089. https://doi.org/10.12989/sss.2015.16.6.1069
DOI
|
39 |
Jacobsen, N.J., Andersen, P. and Brincker, R. (2006), "Using enhanced frequency domain decomposition as a robust technique to harmonic excitation in Operational Modal Analysis", Proceedings of ISMA2006: International Conference on Noise & Vibration Engineering, Leuven, Belgium.
|
40 |
Karaca, Z., Turkeli, E. and Pergel, S. (2017), "Seismic assessment of historical masonry structures: The case of Amasya Tashan", Comput. Concrete, Int. J., 20(4), 409-418. https://doi.org/10.12989/cac.2017.20.4.409
|
41 |
Altunisik, A.C., Bayraktar, A. and Genc, A.F. (2016a), "A study on seismic behaviour of masonry mosques after restoration", Earthq. Struct., Int. J., 10(6), 1331-1346. https://doi.org/10.12989/eas.2016.10.6.1331
DOI
|
42 |
Kocaturk, T. and Erdogan, Y.S. (2016), "Earthquake behavior of M1 minaret of historical Sultan Ahmed Mosque (Blue Mosque)", Struct. Eng. Mech., Int. J., 59(3), 539-558. https://doi.org/10.12989/sem.2016.59.3.539
DOI
|
43 |
Lorenzoni, F., Caldon, M., Parto, F da., Modena, C. and Aoki, T. (2018), "Post-earthquake controls and damage detection through structural health monitoring: applications in l'Aquila", J. Civil Struct. Health Monit., 8, 217-236. https://doi.org/10.1007/s13349-018-0270-y
DOI
|
44 |
Lourenco, P.B. (2002), "Computations of historical masonry constructions", Prog. Struct. Eng., 4(3), 301-319.
DOI
|
45 |
Macchi, G. (1993), "Monitoring medieval structures in Pavia", Struct. Eng. Int., 3(1), 6-9. https://doi.org/10.2749/101686693780607967
DOI
|
46 |
Nohutcu, H., Hokelekli, E., Ercan, E., Demir, A. and Altintas, G. (2017), "Collapse mechanism estimation of a historical slender minaret")", Struct. Eng. Mech., Int. J., 64(5), 653-660.
|
47 |
OMA (2006), Operational Modal Analysis, Release 4.0. Structural Vibration Solutions A/S, Denmark.
|