참고문헌
- Akbas, T., Sause, R., Ricles, J. M., Ganey, R., Berman, J., Loftus, S., Daniel, J. D., Pei, S. L., van de Lindt, J., Blomgren, H. E. (2017). "Analytical and experimental lateral-load response of self-centering post-tensioned CLT walls." J. Struct. Eng., 143(6), 04017019. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001733
- Blomgren, H. E., Pei, S., Jin, Z., Powers, J., Dolan, J. D., van de Lindt, J. W. (2019). "Full-scale shake table testing of cross-laminated timber rocking shear walls with replaceablecomponents." J. Struct. Eng., 145(10), 04019115. https://doi.org/10.1061/(asce)st.1943-541x.0002388
- Buchanan, A., Iqbal, A., Palermo, A. G., Pampanin, S. (2007). "Improved seismic performance of LVL post-tensioned walls coupled with UFP devices." In: 8th Pacifc conf. On earthquake engineering. New Zealand Society for Earthquake Engineering and Nanyang Technological Univ., School of Civil and Environmental Engineering, Wellington, New Zealand, 1-9.
- Ceccotti, A., Sandhaas, C., Okabe, M., Yasumura, M., Minowa, C., Kawai, N. (2013). "SOFIE project- 3D shaking table test on a seven-storey full-scale cross-laminated building." Earthq. Eng. Struct. Dyn., 42(13), 2003-2021. https://doi.org/10.1002/eqe.2309
- Chen, Z., Popovski, M., Iqbal, A. (2020). "Structural performance of post-tensioned CLT shear walls with energy dissipaters." J. Struct. Eng., 146(4), 04020035. https://doi.org/10.1061/(asce)st.1943-541x.0002569
- Cornell, C. A., Jalayer, F., Hamburger, R. O., Foutch, D. A. (2002). "Probabilistic basis for 2000 SAC federal emergencymanagement agency steel moment frame guidelines." J. Struct. Eng., 128(4), 526-533. https://doi.org/10.1061/(asce)0733-9445(2002)128:4(526)
- Deng, P., Pei, S., van de Lindt, J., John, W., Omar Amini, M., Liu, H. (2019). "Lateral behavior of panelized CLT walls: A pushover analysis based on minimal resistance assumption." Eng, Struct., 191, 469-478. https://doi.org/10.1016/j.engstruct.2019.04.080
- Ganey, R., Berman, J., Akbas, T., Loftus, S., Daniel Dolan, J., Sause, R., Ricles, J., Pei, S. L., van de Lindt, J., Blomgren, H. E. (2017). "Experimental investigation of self-centering crosslaminated timber walls." J. Struct. Eng., 143(10), 04017135. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001877
- Gavric, I., Fragiacomo, M., Ceccotti, A. (2015). "Cyclic behavior of CLT wall systems: experimental tests and analytical prediction models." J. Struct. Eng., 141(11), 04015034. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001246
- He, M. J., Sun, X. F., Li, Z. (2018). "Bending and compressive properties of cross-laminated timber (CLT) panels made from Canadian hemlock." Constr. Build. Mater., 185, 175-183. https://doi.org/10.1016/j.conbuildmat.2018.07.072
- Hong, H. P., Yang, S. C. (2019). "Reliability and fragility assessment of the mid-and high-rise wood buildings subjected to bidirectional seismic excitation." Eng. Struct.,201, 109734. https://doi.org/10.1016/j.engstruct.2019.109734
- Li, M., Lam, F., Foschi, R. O., Nakajima, S., Nakagawa, T. (2012). "Seismic performance of post-and-beam timber buildings II: reliability evaluations." J. Wood. Sci., 58(2), 135-143. https://doi.org/10.1007/s10086-011-1232-8
- Mahsuli, M., Haukaas, T. (2013). "Computer program for multi-model reliability and optimization analysis." J. Comput. Civil. Eng., 27(1), 87-98. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000204
- GB 50068 (2018). Unified standard for reliability design of building structures. Ministry of Construction of the People's Republic of China. Beijing, China. (in Chinese).
- Newcombe, M. P., Pampanin, S., Buchanan, A. H. (2010). "Design, fabrication and assembly of a two-storey post-tensioned timber building." In: Proc. World Conference on Timber Engineering, Trentino, Italy, 3092-3100.
- Padgett, J. E., Nielson, B. G., DesRoches, R. (2008). "Selectionof optimal intensity measures in probabilistis seismic demand models of highway bridge portfolios." Earthq. Eng. Struct. Dyn., 37(5), 711-725. https://doi.org/10.1002/eqe.782
- Pai, S. G. S., Lam, F., Haukaas, T. (2017). "Force Transfer around openings in Cross-laminated timber shear walls." J. Struct. Eng., 143(4), 4016215. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001674
- Palermo, A., Pampanin, S., Buchanan, A. (2006). "Experimentalinvestigations on LVL seismic resistant wall and frame subassemblies." In: Proc. Of frst European conference on earthquake engineering and seismology, Geneva, Switzerland, No. 983.
- Pei, S., van de Lindt, J. W., Barbosa, A. R., Berman, J. W., McDonnell, E., Daniel Dolan, J., et al. (2019). "Experimental seismic response of a resilient 2-story mass-timber building with post-tensioned rocking walls." J. Struct. Eng., 145(11), 04019120. https://doi.org/10.1061/(asce)st.1943-541x.0002382
- Porcu, M. C., Bosu, C., Gavric, I. (2018). "Non-linear dynamic analysis to assess the seismic performance of cross-laminated timber structures." J. Build. Eng., 19, 480-493. https://doi.org/10.1016/j.jobe.2018.06.008
- Sarti, F., Palermo, A., Pampanin, S., Berman, J. (2017). "Deter-mination of the seismic performance factors for post-tensioned rocking timber wall systems: seismic performance factors for post-tensioned timber wall systems." Earthq. Eng. Struct. Dyn., 46, 181-200. https://doi.org/10.1002/eqe.2784
- Sarti, F., Palermo, A., Pampanin, S. (2015). "Quasi-static cyclic testing of two-thirds scale un-bonded post-tensioned rocking dissipative timber walls." J. Struct. Eng., 142(4), E4015005. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001291
- Shahnewaz, M., Popovski, M., Tannert, T. (2019). "Resistanceof cross-laminated timber shear walls for platform-type construction." J. Struct. Eng., 145(12), 4019149. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002413
- Shu, Z., Li, S., Sun, X. F., He, M. J. (2019). "Performance-based seismic design of pendulum tuned mass damper system." J. Earthq. Eng., 23(2), 334-355. https://doi.org/10.1080/13632469.2017.1323042
- Smith, T., Ludwig, F., Pampanin, S., Fragiacomo, M., Buchanan, A., Deam, B., Palermo, A. (2007). "Seismic response of hybrid-LVL coupled walls under quasi-static and pseudodynamic testing." In: Proc. Of New Zealand society for earthquake engineering conference, Palmerston North, New Zealand, Vol. 8.
- Stellacci, S., Rato, V., Poletti, E., et al. (2018). "Multi-criteriaanalysis of rehabilitation techniques for traditional timber frame walls in Pombalino buildings (Lisbon)." J. Build. Eng., 16, 184-198. https://doi.org/10.1016/j.jobe.2018.01.001
- Sun, X. F., He, M. J., Li, Z., Lam, F. (2019). "Seismic performance assessment of conventional CLT shear wall structures and post-tensioned CLT shear wall structures." Eng. Struct., 196, 109285. https://doi.org/10.1016/j.engstruct.2019.109285
- Sun, X. F., He, M. J., Li, Z. (2020a). "Experimental and analytical lateral performance of post-tensioned CLT shear walls and conventional CLT shear walls." J. Struct. Eng., DOI: 10.1061/(ASCE)ST.1943-541X.0002638.
- Sun, X. F., He, M. J., Li, Z., Lam, F. (2020b). "Seismic performance of energy-dissipating post-tensioned CLT shear wall structures I: Shear wall modeling and design procedure." Soil. Dyn. Earthq. Eng., 131, 106022. https://doi.org/10.1016/j.soildyn.2019.106022
- Sun, X. F., He, M. J., Li, Z., Lam, F. (2020c). "Seismic performance of energy-dissipating post-tensioned CLT shear wall structures II: Dynamic analysis and dissipater comparison." Soil. Dyn. Earthq. Eng., 130, 105980. https://doi.org/10.1016/j.soildyn.2019.105980
- van de Lindt, J. W., Walz, M. A. (2003). "Development and application of wood shear wall reliability model." J. Struct. Eng., 129(3), 405-413. https://doi.org/10.1061/(asce)0733-9445(2003)129:3(405)
- van de Lindt, J. W., John, W., Furley, J., Amini, M. O., Pei, S., Tamagnone, G., Barbosa, A. R., et al. (2019). "Experimentalseismic behavior of a two-story CLT platform building." Eng. Struct., 183, 408-422. https://doi.org/10.1016/j.engstruct.2018.12.079
- Wilson, A. W., Motter, C. J., Phillips, A. R., Dolan, J. D. (2019). "Modeling techniques for post-tensioned cross-laminated timber rocking walls." Eng. Struct., 195, 299-308. https://doi.org/10.1016/j.engstruct.2019.06.011
- Zhang, J., Huo, Y. L. (2009). "Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method." Eng. Struct., 31(8), 1648-1660. https://doi.org/10.1016/j.engstruct.2009.02.017
- Zhang, X., Shahnewaz, M., Tannert, T. (2018). "Seismic reliability analysis of a timber steel hybrid system." Eng. Struct., 167: 629-638. https://doi.org/10.1016/j.engstruct.2018.04.051