State-of-the-Art Reviews
Apr 4, 2024

Architectural Design of New Buildings with Seismic Base Isolation and Energy Damping Systems

Publication: Journal of Architectural Engineering
Volume 30, Issue 2

Abstract

In the last century, a modern seismic design concept has emerged, which is based on different mechanisms, such as reducing and dispersing the seismic input concerning the building or active interaction with the movement of the building. From the past to the present, a wide variety of seismic control methods have been found and applied, together with the modern understanding of seismic design. Using seismic control in buildings increases the functionality of the building and prevents extra structural requirements. This philosophy constitutes an alternative to the conventional seismic design approach, which relies on consuming earthquake energy on its own. With the changing approach, the concepts of seismic design philosophy have changed, and architectural design has been affected from many points by these concepts. Therefore, architects/designers should examine how the decision to use seismic control methods that concern building design decisions from the preliminary design phase will affect the architecture. This study, starting from the historical development of base isolation and energy damping systems, which are widely used among seismic control methods, focuses on new buildings, and new concepts emerging with the modern seismic design approach and their effects on architectural design are discussed in detail. The study’s methodology involves evaluating data from existing literature works, building codes, professionals, and practices. As a result, the architectural design of new buildings in the context of base isolation and energy-damping systems is evaluated in terms of the seismic device–building form relationship, planning and location, architectural details, aesthetics, and user comfort, and knowledge and recommendations are presented to architects/professionals.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

No data, models, or codes were generated or used during the study.

References

AIJ (Architectural Institute of Japan). 2016. Design recommendations for seismically isolated buildings. Tokyo: AIJ.
Arnold, C. 1996. “Architectural aspects of seismic resistant design.” In Proc., 11th World Conf., on Earthquake Engineering. Amsterdam, Netherlands: Elsevier.
Bailey, J., and E. Allen. 1988. “Seismic isolation retrofitting: Salt lake city and county building.” J. Preserv. Technol. 20 (2): 32–44.
Boardman, P. R., B. J. Wood, and A. J. Carr. 1983. “Union house—A cross braced structure with energy dissipators.” Bull. N. Z. National Soc. Earthquake Eng. 16 (2): 83–97. https://doi.org/10.5459/bnzsee.16.2.83-97.
Boroschek, R. 2002. “Base isolation in hospitals.” In Proc., Seminar on Design of Health Facilities to Resist Natural Hazards. Washington, DC: Pan American Health Organization.
Buckle, I., and R. Mayes. 1990. “Seismic isolation: History, application, and performance—A world view.” Earthquake Spectra 6 (2): 161. https://doi.org/10.1193/1.1585564.
Calantarients, J. A. 1909. Improvements in and connected with building and other works and appurtenances to resist the action of earthquakes and the like. Stanford, CA: Stanford Univ.
Castellano, G., G. Colato, and S. Infanti. 2004. “Use of viscous dampers and shock transmission units in the seismic protection of buildings.” In Proc., 13th World Conf., on Earthquake Engineering. Vancouver, BC: 13 WCEE Secretariat.
Castellano, M. G., and S. Infanti. 2005. “Seismic protection of monuments by shape memory alloy devices and shock transmitters.” In Structural analysis of historical constructions, edited by P. Modena, B. Lourenço, and P. Roca, 1229–1234. London: Taylor & Francis Group.
Charleson, A. 2008. Seismic design for architects. Oxford, UK: Elsevier.
Charleson, A., and A. Guisasola. 2015. “Seismic isolation for architects.” In Proc., 15th NZSEE Conf. Wellington, New Zealand: New Zealand Society for Earthquake Engineering (NZSEE).
Charleson, A., and A. Guisasola. 2017. Seismic isolation for architects. London and New York: Routledge.
Charleson, A. W., P. D. Write, and R. I. Skinner. 1987. “Wellington central police station: Base isolation of an essential facility.” In Vol. 2 of Proc., Pacific Conf. Earthquake Engineering, 377–388. Wairakei, New Zealand: NZ National Soc. for Earthquake Engineering.
Chung, L. L., A. M. Reinhorn, and T. T. Soong. 1988. “Experiments on active control of seismic structures.” J. Eng. Mech. 114 (2): 241–256. https://doi.org/10.1061/(ASCE)0733-9399(1988)114:2(241).
Clark, P. W., I. D. Aiken, and J. M. Kelly. 1997. “Ongoing studies of the foothill communities law and justice center.” In Proc., Structures Congress XV. Reston, VA: ASCE.
Clemente, P. 2017. “Seismic isolation: Past, present and the importance of SHM for the future.” J. Civ. Struct. Health Monit. 7: 217–231. https://doi.org/10.1007/s13349-017-0219-6.
Clemente, P., A. Di Cicco, F. Saitta, and A. Salvatori. 2021. “Seismic behavior of base isolated civil protection operative center in Foligno, Italy.” J. Perform. Constr. Facil 35 (4): 04021027. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001589.
Clemente, P., and A. Martelli. 2019. “Seismically isolated buildings in Italy: State-of-the-art review and applications.” Soil Dyn. Earthquake Eng. 119: 471–487. https://doi.org/10.1016/j.soildyn.2017.12.029.
Code, P. 2005. Eurocode 8: Design of structures for earthquake resistance-Part 1: General rules, seismic actions, and rules for buildings. Brussels: European Committee for Standardization.
Constantinou, M. C., T. T. Soong, and G. F. Dargush. 1998. Passive energy dissipation systems for structural design and retrofit. Buffalo, NY, USA: Multidisciplinary Center for Earthquake Engineering Research.
Cynober, C., M. Sartori, B. Türkdönmez, and F. Tronel. 2018. “Seismic isolation strategies for major buildings.” In Proc., 16th European Conf., on Earthquake Engineering. Cham, Switzerland: Springer.
D&K EPS. 2022. “Olympic house and park.” D&K E.P.S L.L.C (E.P.S.) Structural and Civil Engineering Consultants. Accessed November 30, 2022. https://dkeps.com/energy-dissipation-systems/.
Dalmagioni, P., V. Rebecchi, and G. Guala. 2001. “The church of the New millennium in Rome: Numerical evaluation and design of viscous damper devices for the mitigation of the seismic effects.” In Proc., 7th Int. Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibration of Structures Assisi. New York: ASME.
Darama, H., A. Zekioglu, S. Rees, C. Pope, and R. McGowan. 2014. “Seismic isolation of Taipei performing art center.” In Vol. 222 of Proc., 2nd European Conf., on Earthquake Engineering and Seismology, 1–12. Istanbul, Turkey: European Association for Earthquake Engineering (EAEE).
Delfosse, G. C. 1977. “The gapec system: A new, highly effective aseismic system.” In Proc., 6th World Conf., on Earthquake Engineering, 1135–1140. New Delhi, India: Indian Society of Earthquake Technology.
Delfosse, G. C. 1978. The gapec system: A new aseismic building method founded on old principles. Paris, France: Centre Nationale de la Recherche Scientifique.
De Luca, A., and L. G. Guidi. 2019. “State of art in the worldwide evolution of base isolation design.” Soil Dyn. Earthquake Eng. 125: 105722. https://doi.org/10.1016/j.soildyn.2019.105722.
De Luca, A., and L. G. Guidi. 2020. “Base isolation issues in Italy: Integrated architectural and structural designs.” Soil Dyn. Earthquake Eng. 130: 105912. https://doi.org/10.1016/j.soildyn.2019.105912.
Den Hartog, J. P. 1956. Mechanical vibrations. New York: McGraw-Hill.
EMKE. 2022. “Turkcell anatolia data center.”
Erdik, M., Ö. Ülker, B. Şadan, and C. Tüzün. 2018. “Seismic isolation code developments and significant applications in Turkey.” Soil Dyn. Earthquake Eng. 115: 413–437. https://doi.org/10.1016/j.soildyn.2018.09.009.
Fardis, M. N. 2018. “Capacity design: Early history.” Earthquake Eng. Struct. Dyn. 47: 2887–2896. https://doi.org/10.1002/eqe.3110.
FEMA. 2000. “The 2000 NEHRP—Recommended provisions for new buildings and other structures, Part 2: Commentary and the accompanying commentary. 369.”
FEMA. 2006. FEMA 454 designing for earthquake: A manual for architects. Washington, DC: FEMA.
FEMA. 2018. Building the performance you need a guide to state-of-the-art tools for seismic design and assessment. P-58-7. Washington, DC: FEMA.
Fenz, D., and M. C. Constantinou. 2006. “Behavior of double concave friction pendulum bearing.” Earthquake Eng. Struct. Dyn. 35 (11): 1403–1424. https://doi.org/10.1002/eqe.589.
Fu, T., and E. Johnson. 2011. “Distributed mass damper system for integrating structural and environmental controls in buildings.” J. Eng. Mech. 137 (3): 205–213. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000211.
Fu, T., and R. Zhang. 2016. “Integrating double-skin façades and mass dampers for structural safety and energy efficiency.” J. Archit. Eng. 22 (4): 04016014. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000218.
Fujita, T. 1988. “Seismic isolation of civil buildings in Japan.” Prog. Struct. Mater. Eng. 1 (3): 295–300. https://doi.org/10.1002/pse.2260010311.
Fujita, T., S. Fujita, and T. Yoshizawa. 1983. “Development of an earthquake isolation device using rubber bearings and friction damper.” Bull. ERS 16: 67–76.
Gent, A. N., and P. B. Lindley. 1959. “The compression of bonded rubber blocks.” Proc. Inst. Mech. Eng. 173 (1): 111–122. https://doi.org/10.1243/PIME_PROC_1959_173_022_02.
Giuliani, G. C. 1991. “Design experience on seismically isolated buildings.” Nucl. Eng. Des. 127 (3): 349–366. https://doi.org/10.1016/0029-5493(91)90059-Q.
Guisasola, A. 2012. “How base isolation benefits the architectural design of hospital buildings.” In Proc., 15th World Conf., on Earthquake Engineering. Lisboa, Portugal: Sociedade Portuguesa de Engenharia Sismica (SPES).
Guisasola, A., and A. Reboredo. 2017. “Architecture and base isolation.” In Proc., 16th World Conf., on Earthquake Engineering. Santiago, Chile: Chilean Association on Seismology and Earthquake Engineering (ACHISINA).
Günay, H., and N. Torunbalcı. 2023. “Retrofit of masonry structures with seismic control methods and architectural design requirements.” J. Archit. Eng. 29 (4): 03123005. https://doi.org/10.1061/JAEIED.AEENG-1594.
Harris, C. M., and C. E. Crede. 1961. Shock and vibration handbook. New York: McGraw-Hill.
Ikonomou, A. S. 1979. “The alexisismon: An application to a building structure.” In Proc., 2nd U.S. National Conf., on Earthquake Engineering. Berkeley, CA: EERI.
Indirli, M., and A. Martelli. 2009. “Innovative protection of cultural heritage and urban habitats against earthquakes and other natural disasters.” In Proc., Cultural Heritage Congress, Science and Technology. Cairo, Egypt: Cultural Heritage Congress, Science and Technology.
JASO (Japan Aseismic Safety Organization). 2015. Earthquake-resistant building design for architects. Tokyo, Japan: JIA and JASO.
Jolivet, F., and M. Richli. 1977. “Aseismic foundation system for nuclear power stations.” In Proc., 4th Structural Mechanics in Reactor Technology. Amsterdam, Netherlands: North-Holland Pub. Co.
JSSI (The Japan Society of Seismic Isolation). 2013. How to plan and implement seismic isolation for buildings, 46. Tokyo: Ohmsha.
Kajima Corporation. 1991. “Seismic response control series: AMD—Active mass driver system.” Kajima Technical Pamphlet 91-63E, Tokyo.
Kani, N., N. Ogino, Y. Kitamura, and H. Kitamura. 2012. “Effects of seismically isolated buildings during the huge 2011 earthquake in Japan.” In Proc., 15th World Conf., on Earthquake Engineering. Lisboa, Portugal: Sociedade Portuguesa de Engenharia Sismica (SPES).
Kasai, K., A. Mita, H. Kitamura, K. Matsuda, T. Morgan, and A. W. Taylor. 2013. “Performance of seismic protection technologies during the 2011 Tohoku-Oki earthquake.” Earthquake Spectra 29 (S1): 265–293. https://doi.org/10.1193/1.4000131.
Kelly, J. M. 1981. The influence of base isolation on the seismic response of light secondary equipment. Berkeley, CA: Earthquake Engineering Research Center, Univ. of California.
Kelly, J. M. 1985. “Aseismic base isolation.” Shock Vibr. Dig. 17 (7): 3–14. https://doi.org/10.1177/058310248501700703.
Kelly, J. M. 1986. “Aseismic base isolation: Review and bibliography.” Soil Dyn. Earthquake Eng. 5 (3): 202–216. https://doi.org/10.1016/0267-7261(86)90006-0.
Kelly, J. M. 1991. “Base isolation: Origins and development.” Earthquake Eng. Res. Center (EERC) News 12 (1): 1–3.
Kelly, J. M. 1999. “The role of damping in seismic isolation.” Earthquake Eng. Struct. Dyn. 28: 3–2. https://doi.org/10.1002/(SICI)1096-9845(199901)28:1%3C3::AID-EQE801%3E3.0.CO;2-D.
Kobori, T., M. Takahashi, T. Nasu, N. Niwa, and K. Ogasawara. 1993. “Seismic response controlled structure with active variable stiffness system.” Earthquake Eng. Struct. Dyn. 22: 925–941. https://doi.org/10.1002/eqe.4290221102.
Komuro, T., Y. Nishikawa, Y. Kimura, and Y. Isshiki. 2005. “Development and realization of base isolation system for high-rise buildings.” J. Adv. Concr. Technol. 3 (2): 233–239. https://doi.org/10.3151/jact.3.233.
Kuang, A., A. Sridhar, J. Garven, S. Gutschmidt, G. W. Rodgers, J. G. Chase, H. P. Gavin, R. L. Nigbor, and G. Macrae. 2015. “Christchurch women’s hospital: Performance analysis of the base-isolation system during the series of Canterbury earthquakes 2011–2012.” J. Perform. Constr. Facil 30 (4): 04015096. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000846.
Labbe, P. 2010. “Pioneering actual use of seismic isolation for nuclear facilities.” In Proc., 1st Kashiwazaki Int., Symposium on Seismic Safety of Nuclear Installations JNES/EDF Workshop on Seismic Isolation of Nuclear Facilities. Niigata, Japan: Niigata Institute of Technology.
Lupoi, G., A. Lupoi, G. Di Pasquale, A. De Sortis, and T. Sanò. 2001. “The seismic design of a new base isolated hospital in Frosinone.” In Proc., 7th Int., Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibration of Structures Assisi. Assisi, Italy: Anti-Seismic Systems International Society (ASSISi).
Malatesta, A. 2021. “Seismic design with viscous dampers: Applications and design strategies.” Taylor Devices Inc. Personal communication. Accessed January 13, 2021. https://www.youtube.com/watch?v=D6g_1cdVXAU&ab_channel=Deprem%C4%B0zolasyonDerne%C4%9Fi.
Makris, N. 2018. “Seismic isolation: Early history.” Earthquake Eng. Struct. Dyn. 10: 1–15. https://doi.org/10.1002/eqe.3124.
Martelli, A., P. Clemente, and G. Benzoni. 2017. “State-of-the-art of development and application of anti-seismic systems in Italy.” In Proc., New Zealand Society for Earthquake Annual Conf., and 15th World Conf., on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures. Wellington, New Zealand: New Zealand Society for Earthquake Engineering & ASSISi.
Martelli, A., and M. Forni. 2010. “Seismic isolation and other antiseismic systems: Recent applications in Italy and worldwide.” Seismic Isolation Prot. Syst. 1 (1): 75–123. https://doi.org/10.2140/siaps.2010.1.75.
Mayes, R. L., and F. Naeim. 2001. “Design of structures with seismic isolation.” In The seismic design handbook, edited by F. Naeim, 723–755. New York: Kluwer Academic Publishers.
Megget, L. M. 1978. “Analysis and design of a base isolated reinforced concrete frame building.” Bull. N. Z. Soc. Earthquake Eng. 11 (4): 245–254. https://doi.org/10.5459/bnzsee.11.4.245-254.
Mezzi, M., and A. Parducci. 2006. “Conceptual seismic design and state-of-the-art protection systems.” In Proc., 8th US National Conf., on Earthquake Engineering. San Francisco, CA: Earthquake Engineering Research Institute (EERI).
Mezzi, M., and A. Parducci. 2007. Architectural morphology and structural configurations, 31–38. Napoli, Italy: La sfida dell'isolamento sismico—The challenge of seismic isolation.
Mezzi, M., A. Parducci, and P. Verducci. 2004. “Architectural and structural configurations of buildings with innovative aseismic systems.” In Proc., 13th World Conf., on Earthquake Engineering. Vancouver, BC: 13 WCEE Secretariat.
Mokha, A., N. Amin, M. Constantinou, and V. Zayas. 1996. “Seismic isolation retrofit of large historic building.” J. Struct. Eng. 122 (3): 298–308. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:3(298).
Mokha, A., M. C. Constantinou, A. M. Reinhorn, and V. A. Zayas. 1991. “Experimental study of friction-pendulum isolation system.” J. Struct. Eng. 117 (4): 1201–1217. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:4(1201).
Moon, K. 2009. “Tall building motion control using double skin façades.” J. Archit. Eng. 15 (3): 84–90. https://doi.org/10.1061/(ASCE)1076-0431(2009)15:3(84).
Morgan, T. A. 2007. “The use of innovative base isolation systems to achieve complex seismic performance objectives.” Doctoral dissertation, Dept. of Civil and Environmental Engineering: Univ. of California. Berkeley.
Naeim, F., and J. M. Kelly. 1999. Design of seismic isolated structures. New York: Wiley.
Nazin, V. V. 1978. “Buildings on gravitational seismoisolation system in sevastopol.” In Proc., 6th World Conf., on Earthquake Engineering, 356–368. Roorkee, India: University of Roorkee.
NIST. 1992a. “Earthquake resistant construction using base isolation: Earthquake protection in buildings through base isolation.” Special Publication 832. Vol 1. report no. NIST/SP-832-VOL-1. Washington, DC: NIST.
NIST. 1992b. Earthquake resistant construction using base isolation: Survey report on framing of the guidelines for technological development of base-isolation systems for buildings. Special Publication 832. Vol 2 report no. NIST/SP-832-VOL-2. Washington, DC: NIST.
NZSEE (New Zealand Society for Earthquake Engineering). 2019. Guideline for the design of seismic isolation systems for buildings. New Zealand: NZSEE.
Paulay, T., and M. J. N. Priestley. 1992. Seismic design of reinforced concrete and masonry buildings. New York: Wiley.
Plichon, C., R. Gueraud, M. H. Richli, and J. F. Casagrande. 1980. “Protection of nuclear power plants against seism.” Nuclear Technol. 49 (2): 295–306. https://doi.org/10.13182/NT80-A32491.
Pohoryles, D. A., D. A. Bournas, F. Da Porto, A. Caprino, G. Santarsiero, and T. Triantafillou. 2022. “Integrated seismic and energy retrofitting of existing buildings: A state-of-the-art review.” J. Build. Eng. 61: 105274. https://doi.org/10.1016/j.jobe.2022.105274.
Robinson, W. H. 2000. “Seismic isolation of civil buildings in New Zealand.” Prog. Struct. Mater. Eng. 2 (3): 328–334. https://doi.org/10.1002/1528-2716(200007/09)2:3%3C328::AID-PSE39%3E3.0.CO;2-L.
Robinson, W. H., and L. R. Greenbank. 1976. “An extrusion energy absorber suitable for the protection of structures during earthquakes.” Earthquake Eng. Struct. Dyn. 4 (3): 251–259. https://doi.org/10.1002/eqe.4290040306.
Robinson, W. H., and A. G. Tucker. 1977. “A lead rubber shear damper.” Bull. N. Z. Soc. Earthquake Eng. 10 (3): 151–153. https://doi.org/10.5459/bnzsee.10.3.151-153.
Roeder, C. W., and J. F. Stanton. 1983. “Elastomeric bearings: State-of-the-art.” J. Struct. Eng. 109 (2): 2853–2871. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:12(2853).
RTMHC (Republic of Türkiye Ministry of Health Circular). 2013. “Minimum standards to be complied with in project and construction works of structures to be built with earthquake isolation.” 2013/3. Ankara, Türkiye.
Şanal Architecture. 2022. “The national center for high performance computing (UHeM).”
Seismology Committee. 1999. “SEAOC.” In Recommended lateral force requirements and commentary (7th), edited by G. H. Shea, and Albany, 145–157. Sacramento, CA: Structural Engineers Association of California (SEAOC).
Skinner, R. I., T. E. Kelly, and W. H. Robinson. 2011. Seismic isolation for designers and structural engineers. Wellington, New Zealand: Robinson Seismic Ltd., Holmes Consulting Group.
Skinner, R. I., W. H. Robinson, and G. H. McVerry. 1991. “Seismic isolation in New Zealand.” Nucl. Eng. Des. 127 (3): 281–289. https://doi.org/10.1016/0029-5493(91)90052-J.
Skinner, R. I., W. H. Robinson, and G. H. McVerry. 1993. An introduction to seismic isolation. Chichester: Wiley.
Smart, C. R. 2013. “Wellington central police station base isolation maintenance.” Bull. N. Z. National Soc. Earthquake Eng. 46 (3): 141–156. https://doi.org/10.5459/bnzsee.46.3.141-156.
Soong, T. T. 1990. Active structural control: Theory and practice. Harlow, UK: Longman Scientific & Technical.
Soong, T. T., and G. F. Dargush. 1997. Passive energy dissipation systems in structural engineering. Chichester, UK: Wiley.
Symans, M. D., F. A. Charney, A. S. Whittaker, M. C. Constantinou, C. A. Kircher, M. W. Johnson, and R. J. McNamara. 2008. “Energy dissipation systems for seismic applications: Current practice and recent developments.” J. Struct. Eng. 134 (1): 3–21. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(3).
Symans, M. D., and M. C. Constantinou. 1998. “Passive fluid viscous damping systems for seismic energy dissipation.” ISET J. Earthquake Technol. 35 (4): 185–206.
Takeuchi, T., K. Yasuda, and M. Iwata. 2006. “Studies on integrated building facade engineering with high-performance structural elements.” IABSE Symp. Rep. 92: 33–40.
Taylor Devices. 2022. Structural protection products brochure. New York: Taylor Devices Inc.
TBEC (Turkish Building Earthquake Code). 2018. Republic of Türkiye Ministry of environment, urbanization and climate change. Ankara, Türkiye: TBEC.
Tekeli-Sisa Architecture. 2022. “Istanbul Sabiha Gökçen international airport.”
Tezcan, S. S., and S. Cimilli. 2002. Seismic base isolation. Istanbul, Türkiye: Higher Learning Education and Research Foundation Publications.
Tomasula, D. P., and J. Ghaboussi. 1997. “Gravity-actuator system for control of civil structures.” J. Struct. Eng. 123 (1): 42–51. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:1(42).
Torunbalci, N. 2003. “Earthquake protective systems in civil engineering structures—Evolution and application.” In Earthquake resistant engineering structures IV Southampton, edited by G. Latini and C. A. Brebbia, 359–368. Boston: WIT Press.
Torunbalci, N. 2004. “Seismic isolation and energy dissipating systems in earthquake resistant design.” In Proc., 13th World Conf., on Earthquake Engineering. Vancouver, BC: 13 WCEE Secretariat.
Tsuneki, Y., S. Torii, K. Murakami, and T. Sueoka. 2008. “Middle-story isolated structural system of high-rise building.” In Proc., 14th World Conf., on Earthquake Engineering. Beijing: Chinese Association of Earthquake Engineering.
Waller, R. A. 1969. Building on springs. Oxford, UK: Pergamon Press.
Youssef, N. 2001. “Viscous dampers at multiple levels for the historic preservation of Los Angeles city Hall.” Struct. Des. Tall Build. 10: 339–350. https://doi.org/10.1002/tal.198.
Zayas, V. A., and S. S. Low. 2000. “Seismic isolation for strong, near-field earthquake motions.” In Proc., 12th World Conf., on Earthquake Engineering. Upper Hutt, New Zealand: New Zealand Society for Earthquake Engineering.
Zayas, V. A., S. S. Low, and S. A. Mahin. 1987. The FPS earthquake resisting system, experimental report. Berkeley, CA: Earthquake Engineering Research Center, Univ. of California.
Zayas, V. A., S. S. Low, and S. A. Mahin. 1990. “A simple pendulum technique for achieving seismic isolation.” Earthquake Spectra 6 (2): 317–333. https://doi.org/10.1193/1.1585573.
Zhou, F., and P. Tan. 2018. “Recent progress and application on seismic isolation energy dissipation and control for structures in China.” Earthquake Eng. Eng. Vibr. 17: 19–27. https://doi.org/10.1007/s11803-018-0422-4.

Information & Authors

Information

Published In

Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 30Issue 2June 2024

History

Received: Oct 31, 2022
Accepted: Jan 16, 2024
Published online: Apr 4, 2024
Published in print: Jun 1, 2024
Discussion open until: Sep 4, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Research Assistant, Dept. of Architecture, Faculty of Architecture and Design, Fatih Sultan Mehmet Vakif Univ., Istanbul 34445, Turkey (corresponding author). ORCID: https://orcid.org/0000-0002-4465-794X. Email: [email protected]
Necdet Torunbalcı [email protected]
Professor, Dept. of Architecture, Faculty of Architecture, Structural Earthquake Engineering, Istanbul Technical Univ., Istanbul 34467, Turkey. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share