Earthquake Consideration in Architectural Design: Guidelines for Architects
Abstract
:1. Introduction
2. Literature Review
2.1. Earthquakes and the Built Environment
2.2. Design Codes and Regulations
2.3. Structural Systems for Earthquake Resistance
2.3.1. Reinforced Concrete Structures
2.3.2. Steel Structures
2.3.3. Timber Structures
2.3.4. Hybrid Systems
2.4. Architectural Considerations for Earthquake Resistance
2.4.1. Building Configuration and Layout
2.4.2. Reducing Mass and Stiffness Irregularities
2.4.3. Openings, Facades, and Cladding
2.4.4. Rooftop Structures
2.4.5. Escape Routes and Safe Areas
2.5. Other Considerations
2.5.1. Advanced Structural Analysis and Simulation
2.5.2. Interdisciplinary Collaboration
- Architect–Engineer Collaboration
- Design–Build Collaboration
- Stakeholder Engagement
2.5.3. Technological Innovations
- Base Isolation and Damping Devices
- Resilient Infrastructure Systems
3. Methodology
3.1. Case Studies
3.1.1. Taipei 101, Taiwan
3.1.2. The Shard, London
3.1.3. Torre Reforma, Mexico City
3.1.4. O-14 Tower, Dubai
3.1.5. The San Francisco Museum of Modern Art (SFMOMA), USA
3.1.6. The Akashi Kaikyo Bridge, Japan
3.1.7. The Guangzhou Opera House, China
3.1.8. The Christchurch Town Hall, New Zealand
4. Result and Discussion
Resisting Earthquakes through Architectural Design Techniques and Strategies
5. Conclusions
Funding
Conflicts of Interest
References
- Stepinac, M.; Lourenço, P.B.; Atalić, J.; Kišiček, T.; Uroš, M.; Baniček, M.; Novak, M.Š. Damage classification of residential buildings in historical downtown after the ML5. 5 earthquake in Zagreb, Croatia in 2020. Int. J. Disaster Risk Reduct. 2021, 56, 102140. [Google Scholar] [CrossRef]
- Welsh-Huggins, S.J.; Liel, A.B. Evaluating multiobjective outcomes for hazard resilience and sustainability from enhanced building seismic design decisions. J. Struct. Eng. 2018, 144, 04018108. [Google Scholar] [CrossRef]
- Joyner, M.D.; Sasani, M. Building performance for earthquake resilience. Eng. Struct. 2020, 210, 110371. [Google Scholar] [CrossRef]
- Hashemi, A.; Bagheri, H.; Yousef-Beik, S.M.M.; Darani, F.M.; Valadbeigi, A.; Zarnani, P.; Quenneville, P. Enhanced seismic performance of timber structures using resilient connections: Full-scale testing and design procedure. J. Struct. Eng. 2020, 146, 04020180. [Google Scholar] [CrossRef]
- Achour, N.; Miyajima, M.; Kitaura, M.; Price, A. Earthquake-induced structural and nonstructural damage in hospitals. Earthq. Spectra 2011, 27, 617–634. [Google Scholar] [CrossRef]
- Arnold, C.; FAIA; RIBA. Architectural considerations. In The Seismic Design Handbook; Naeim, F., Ed.; Springer: Boston, MA, USA, 2001; pp. 275–326. [Google Scholar]
- Latif Rauf, H.; S Shareef, S. Understanding the relationship between construction courses and design in architectural education. Int. J. Recent Technol. Eng. 2019, 8, 3201–3207. [Google Scholar]
- De Luca, A.; Guidi, L.G. Base isolation issues in Italy: Integrated architectural and structural designs. Soil Dyn. Earthq. Eng. 2020, 130, 105912. [Google Scholar] [CrossRef]
- Freddi, F.; Galasso, C.; Cremen, G.; Dall’Asta, A.; Di Sarno, L.; Giaralis, A.; Gutiérrez-Urzúa, F.; Málaga-Chuquitaype, C.; Mitoulis, S.A.; Petrone, C. Innovations in earthquake risk reduction for resilience: Recent advances and challenges. Int. J. Disaster Risk Reduct. 2021, 60, 102267. [Google Scholar] [CrossRef]
- Ranghieri, F.; Ishiwatari, M. Learning from Megadisasters: Lessons from the Great East Japan Earthquake; World Bank Publications: Washington, DC, USA, 2014. [Google Scholar]
- Constantinou, M.C.; Whittaker, A.; Kalpakidis, Y.; Fenz, D.; Warn, G.P. Performance of Seismic Isolation Hardware under Service and Seismic Loading; Technical Report No. MCEER-07; University of Buffalo: Buffalo, NY, USA, 2007; Volume 12. [Google Scholar]
- Rakicevic, Z.; Bogdanovic, A.; Farsangi, E.N.; Sivandi-Pour, A. A hybrid seismic isolation system toward more resilient structures: Shaking table experiment and fragility analysis. J. Build. Eng. 2021, 38, 102194. [Google Scholar] [CrossRef]
- Winsberg, E. Computer Simulations in Science; 2013. Available online: https://plato.stanford.edu/entries/simulations-science/?utm_source=feedly (accessed on 16 August 2023).
- Richard, B.; Cherubini, S.; Voldoire, F.; Charbonnel, P.-E.; Chaudat, T.; Abouri, S.; Bonfils, N. SMART 2013: Experimental and numerical assessment of the dynamic behavior by shaking table tests of an asymmetrical reinforced concrete structure subjected to high intensity ground motions. Eng. Struct. 2016, 109, 99–116. [Google Scholar] [CrossRef]
- Haukaas, T. Unified reliability and design optimization for earthquake engineering. Probabilistic Eng. Mech. 2008, 23, 471–481. [Google Scholar] [CrossRef]
- Luo, J.; Wierschem, N.E.; Hubbard, S.A.; Fahnestock, L.A.; Quinn, D.D.; McFarland, D.M.; Spencer, B.F., Jr.; Vakakis, A.F.; Bergman, L.A. Large-scale experimental evaluation and numerical simulation of a system of nonlinear energy sinks for seismic mitigation. Eng. Struct. 2014, 77, 34–48. [Google Scholar] [CrossRef]
- Smerzini, C.; Pitilakis, K. Seismic risk assessment at urban scale from 3D physics-based numerical modeling: The case of Thessaloniki. Bull. Earthq. Eng. 2018, 16, 2609–2631. [Google Scholar] [CrossRef]
- Xiang, N.; Li, J. Experimental and numerical study on seismic sliding mechanism of laminated-rubber bearings. Eng. Struct. 2017, 141, 159–174. [Google Scholar] [CrossRef]
- Psycharis, I.N.; Lemos, J.; Papastamatiou, D.; Zambas, C.; Papantonopoulos, C. Numerical study of the seismic behaviour of a part of the Parthenon Pronaos. Earthq. Eng. Struct. Dyn. 2003, 32, 2063–2084. [Google Scholar] [CrossRef]
- Lu, J.; Elgamal, A.; Yan, L.; Law, K.H.; Conte, J.P. Large-scale numerical modeling in geotechnical earthquake engineering. Int. J. Geomech. 2011, 11, 490–503. [Google Scholar] [CrossRef]
- Zarshenas, P. Investigation & Development of the «Zarshenas Earthquake Prediction Theory»(ZEPT) or The Effects of Solar & Cosmic Energies on the Occurrence of Earthquakes. Recent Adv. Petrochem. Sci. 2023, 7, 1–19. [Google Scholar]
- Bychkov, S. Energy Generation Process of Catastrophic Earthquakes in Turkey 2023 and the Driving Forces of Underground Shocks. Available online: https://ssrn.com/abstract=4381590 (accessed on 16 August 2023).
- Kumar, N.; Hazarika, D.; Sain, K. Earthquakes: Basics of seismology and computational techniques. In Basics of Computational Geophysics; Elsevier: Amsterdam, The Netherlands, 2021; pp. 47–80. [Google Scholar]
- Tylor-Jones, T.; Azevedo, L. A Practical Guide to Seismic Reservoir Characterization; Springer Nature: Berlin/Heidelberg, Germany, 2023. [Google Scholar]
- Ou, Q.; Kulikova, G.; Yu, J.; Elliott, A.; Parsons, B.; Walker, R. Magnitude of the 1920 Haiyuan earthquake reestimated using seismological and geomorphological methods. J. Geophys. Res. Solid Earth 2020, 125, e2019JB019244. [Google Scholar] [CrossRef]
- Denolle, M.A. Energetic onset of earthquakes. Geophys. Res. Lett. 2019, 46, 2458–2466. [Google Scholar] [CrossRef]
- Jibson, R.W.; Tanyaş, H. The influence of frequency and duration of seismic ground motion on the size of triggered landslides—A regional view. Eng. Geol. 2020, 273, 105671. [Google Scholar] [CrossRef]
- Bray, J.D.; Frost, J.D.; Rathje, E.M.; Garcia, F.E. Recent advances in geotechnical post-earthquake reconnaissance. Front. Built Environ. 2019, 5, 5. [Google Scholar] [CrossRef]
- Ali, U.; Ali, S.A. Comparative response of Kashmir Basin and its surroundings to the earthquake shaking based on various site effects. Soil Dyn. Earthq. Eng. 2020, 132, 106046. [Google Scholar] [CrossRef]
- Kääb, A.; Altena, B.; Mascaro, J. Coseismic displacements of the 14 November 2016 M w 7.8 Kaikoura, New Zealand, earthquake using the Planet optical cubesat constellation. Nat. Hazards Earth Syst. Sci. 2017, 17, 627–639. [Google Scholar] [CrossRef]
- Mele, L.; Flora, A. On the prediction of liquefaction resistance of unsaturated sands. Soil Dyn. Earthq. Eng. 2019, 125, 105689. [Google Scholar] [CrossRef]
- Cabas, A.; Lorenzo-Velazquez, C.; Ingabire Abayo, N.; Ji, C.; Ramirez, J.; Garcia, F.E.; Pérodin, J.; Hwang, Y.W.; Dashti, S.; Ganapati, N.E. Intersectional Impacts of the 2021 M w 7.2 Nippes, Haiti, Earthquake from Geotechnical and Social Perspectives. Bull. Seismol. Soc. Am. 2023, 113, 73–98. [Google Scholar] [CrossRef]
- Cerato, A.; Vargas, T.; Allred, S. A critical review: State of knowledge in seismic behaviour of helical piles. DFI J. J. Deep. Found. Inst. 2017, 11, 39–87. [Google Scholar] [CrossRef]
- Hosseini, S.A.; Yazdani, R.; de la Fuente, A. Multi-objective interior design optimization method based on sustainability concepts for post-disaster temporary housing units. Build. Environ. 2020, 173, 106742. [Google Scholar] [CrossRef]
- Gkournelos, P.; Triantafillou, T.; Bournas, D. Seismic upgrading of existing masonry structures: A state-of-the-art review. Soil Dyn. Earthq. Eng. 2022, 161, 107428. [Google Scholar] [CrossRef]
- Herring, T.C.; Nyomboi, T.; Thuo, J.N. Ductility and cracking behavior of reinforced coconut shell concrete beams incorporated with coconut shell ash. Results Eng. 2022, 14, 100401. [Google Scholar] [CrossRef]
- Gkournelos, P.D.; Bournas, D.A.; Triantafillou, T.C. Combined seismic and energy upgrading of existing reinforced concrete buildings using TRM jacketing and thermal insulation. Earthq. Struct. 2019, 16, 625–639. [Google Scholar]
- Fadden, M.F. Cyclic Bending Behavior of Hollow Structural Sections and their Application in Seismic Moment Frame Systems. Ph.D. Thesis, University of Michigan, Ann Arbor, MI, USA, 2013. [Google Scholar]
- Brunesi, E.; Nascimbene, R.; Rassati, G. Seismic response of high-rise mega-braced frame-core buildings through FE analysis. In Proceedings of the Geotechnical and Structural Engineering Congress, Phoenix, AZ, USA, 14 February 2016; pp. 276–287. [Google Scholar]
- Farzampour, A.; Eatherton, M.R. Parametric computational study on butterfly-shaped hysteretic dampers. Front. Struct. Civ. Eng. 2019, 13, 1214–1226. [Google Scholar] [CrossRef]
- Farzampour, A.; Mansouri, I.; Dehghani, H. Incremental dynamic analysis for estimating seismic performance of multi-story buildings with butterfly-shaped structural dampers. Buildings 2019, 9, 78. [Google Scholar] [CrossRef]
- Farzampour, A. Innovative structural fuse systems for various prototype applications. Materials 2022, 15, 805. [Google Scholar] [CrossRef] [PubMed]
- Farzampour, A. Structural behavior prediction of the Butterfly-shaped and straight shear fuses. Structures 2021, 33, 3964–3972. [Google Scholar] [CrossRef]
- Wong, E.Y. Verification of an analytical hysteresis model for dowel-type timber connections using shake table tests. Ph.D. Thesis, University of British Columbia, Vancouver, BC, Canada, 1999. [Google Scholar]
- Pei, S.; Dolan, J.D.; Liu, H.; van de Lindt, J.; Ricles, J.M. Active damping for cross-laminated timber structures to improve seismic performance. In Proceedings of the World Conference of Timber Engineering WCTE, Auckland, New Zealand, 16–19 July 2012. [Google Scholar]
- Hollaway, L. A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties. Constr. Build. Mater. 2010, 24, 2419–2445. [Google Scholar] [CrossRef]
- Paslar, N.; Farzampour, A.; Chalangaran, N. Parametric study on the partially interconnected steel plate shear walls with stiffeners. Structures 2023, 53, 749–763. [Google Scholar] [CrossRef]
- Guevara, L.T. Architectural Considerations in the Design of Earthquake-Resistant Buildings: Influence of Floor Plan Shape on the Response of Medium-Rise Housing to Earthquakes; University of California: Berkeley, CA, USA, 1989. [Google Scholar]
- Liu, W.; Qin, C.; Liu, Y.; He, W.; Yang, Q. Shaking table tests on earthquake response characterization of a complex museum isolated structure in high intensity area. Shock Vib. 2016, 2016, 1–23. [Google Scholar] [CrossRef]
- Singh, G. Effect of Structural Configuration on Floor Acceleration Demand in RC Buildings. Ph.D. Thesis, National Institute of Technology Kurukshetra, Haryana, India, 2022. [Google Scholar]
- Khanal, B.; Chaulagain, H. Seismic elastic performance of L-shaped building frames through plan irregularities. Structures 2020, 27, 22–36. [Google Scholar] [CrossRef]
- Dhabre, A.R.; Dhamge, N. Study of literature on seismic response of RC irregular structure. Int. Res. J. Eng. Technol. IRJET 2019, 6, 3721–3724. [Google Scholar]
- Filiatrault, A.; Perrone, D.; Merino, R.J.; Calvi, G.M. Performance-based seismic design of nonstructural building elements. J. Earthq. Eng. 2021, 25, 237–269. [Google Scholar] [CrossRef]
- Al-Kodmany, K. Sustainability and the 21st century vertical city: A review of design approaches of tall buildings. Buildings 2018, 8, 102. [Google Scholar] [CrossRef]
- Charmpis, D.C.; Phocas, M.C.; Komodromos, P. Optimized retrofit of multi-storey buildings using seismic isolation at various elevations: Assessment for several earthquake excitations. Bull. Earthq. Eng. 2015, 13, 2745–2768. [Google Scholar] [CrossRef]
- De Angelis, M.; Perno, S.; Reggio, A. Dynamic response and optimal design of structures with large mass ratio TMD. Earthq. Eng. Struct. Dyn. 2012, 41, 41–60. [Google Scholar] [CrossRef]
- Saha, A.; Mishra, S.K. Implications of inter-storey-isolation (ISI) on seismic fragility, loss and resilience of buildings subjected to near fault ground motions. Bull. Earthq. Eng. 2022, 20, 899–939. [Google Scholar] [CrossRef]
- Forcellini, D.; Kalfas, K.N. Inter-story seismic isolation for high-rise buildings. Eng. Struct. 2023, 275, 115175. [Google Scholar] [CrossRef]
- Islam, A.; Jameel, M.; Jumaat, M. Study on optimal isolation system and dynamic structural responses in multi-story buildings. Int. J. Phys. Sci. 2011, 6, 2219–2228. [Google Scholar]
- Comartin, C.D.; Niewiarowski, R.W.; Freeman, S.A.; Turner, F.M. Seismic evaluation and retrofit of concrete buildings: A practical overview of the ATC 40 Document. Earthq. Spectra 2000, 16, 241–261. [Google Scholar] [CrossRef]
- Binggeli, C. Building Systems for Interior Designers; John Wiley & Sons: Hoboken, NJ, USA, 2003. [Google Scholar]
- Berg, G.V.; Degenkolb, H.J. Engineering Lessons from the Managua Earthquake. In Proceedings of the Managua, Nicaragua Earthquake of December 23, 1972: Earthquake Engineering Research Institute Conference Proceedings, San Francisco, CA, USA, 29–30 November 1973; The Earthquake Engineering Research Institute: Oakland, CA, USA, 1973; p. 746. [Google Scholar]
- Stavridis, A.; Shing, P. Finite-element modeling of nonlinear behavior of masonry-infilled RC frames. J. Struct. Eng. 2010, 136, 285–296. [Google Scholar] [CrossRef]
- Betti, M.; Vignoli, A. Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance. Eng. Struct. 2008, 30, 352–367. [Google Scholar] [CrossRef]
- Duncan, J.M.; Wright, S.G.; Brandon, T.L. Soil Strength and Slope Stability; John Wiley & Sons: Hoboken, NJ, USA, 2014. [Google Scholar]
- Belbachir, A.; Benanane, A.; Ouazir, A.; Harrat, Z.R.; Hadzima-Nyarko, M.; Radu, D.; Işık, E.; Louhibi, Z.S.; Amziane, S. Enhancing the Seismic Response of Residential RC Buildings with an Innovative Base Isolation Technique. Sustainability 2023, 15, 11624. [Google Scholar] [CrossRef]
- Acikgoz, S.; DeJong, M.J. The rocking response of large flexible structures to earthquakes. Bull. Earthq. Eng. 2014, 12, 875–908. [Google Scholar] [CrossRef]
- Papazafeiropoulos, G.; Plevris, V. Kahramanmaras-Gaziantep, Turkiye Mw 7.8 Earthquake on February 6, 2023: Preliminary Report on Strong Ground Motion and Building Response Estimations. arXiv 2023, arXiv:2302.13088. [Google Scholar]
- Brown, C.; Seville, E.; Horsfall, S.; Bugler, G.; Brunsdon, D.; Hare, J. Seismic repair and retrofit prioritization framework. Earthq. Spectra 2022, 38, 2886–2900. [Google Scholar] [CrossRef]
- Kelly, J.M. Earthquake-Resistant Design with Rubber; Springer: Berlin/Heidelberg, Germany, 1993; Volume 7. [Google Scholar]
- Forcellini, D.; Alzabeebee, S. Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration. Bull. Earthq. Eng. 2023, 21, 3969–3990. [Google Scholar] [CrossRef]
- Tsang, H.H.; Lo, S.; Xu, X.; Neaz Sheikh, M. Seismic isolation for low-to-medium-rise buildings using granulated rubber–soil mixtures: Numerical study. Earthq. Eng. Struct. Dyn. 2012, 41, 2009–2024. [Google Scholar] [CrossRef]
- Darlington, R.E.; Becker, T.C. Stiffness of rubber bearings considering nonstandard top and bottom boundary conditions. J. Struct. Eng. 2021, 147, 04021101. [Google Scholar] [CrossRef]
- Haggi, H.; Song, M.; Sun, W. A review of smart grid restoration to enhance cyber-physical system resilience. In Proceedings of the 2019 IEEE Innovative Smart Grid Technologies-Asia (ISGT Asia), Chengdu, China, 21–24 May 2019; pp. 4008–4013. [Google Scholar]
- Kumar, N.M.; Chand, A.A.; Malvoni, M.; Prasad, K.A.; Mamun, K.A.; Islam, F.; Chopra, S.S. Distributed energy resources and the application of AI, IoT, and blockchain in smart grids. Energies 2020, 13, 5739. [Google Scholar] [CrossRef]
- Mishra, D.K.; Ghadi, M.J.; Azizivahed, A.; Li, L.; Zhang, J. A review on resilience studies in active distribution systems. Renew. Sustain. Energy Rev. 2021, 135, 110201. [Google Scholar] [CrossRef]
- Kavyashree, B.; Patil, S.; Rao, V.S. Evolution of outrigger structural system: A state-of-the-art review. Arab. J. Sci. Eng. 2021, 46, 10313–10331. [Google Scholar] [CrossRef]
- Blockley, D. Structural Engineering: A Very Short Introduction; OUP Oxford: Oxford, UK, 2014. [Google Scholar]
- Oldfield, P. The Sustainable Tall Building: A Design Primer; Routledge: London, UK, 2019. [Google Scholar]
- Ali, M.M.; Al-Kodmany, K. Tall buildings and urban habitat of the 21st century: A global perspective. Buildings 2012, 2, 384–423. [Google Scholar] [CrossRef]
- Bonham, M.B. Bioclimatic Double-Skin Façades; Routledge: London, UK, 2019. [Google Scholar]
- GW Prime. London’s Iconic Shard Tower Built Using GEOBIM Solutions. Available online: https://www.geospatialworld.net/prime/case-study/aec/londons-iconic-shard-tower-built-using-geobim-solutions/ (accessed on 24 July 2023).
- Hussain, S.H.; Hussain, M.S. The strategies of architectural design resisting earthquake in tall buildings. Al Nahrain J. Eng. Sci. 2017, 20, 436–445. [Google Scholar]
- Alexander, D.E. The L’Aquila earthquake of 6 April 2009 and Italian Government policy on disaster response. J. Nat. Resour. Policy Res. 2010, 2, 325–342. [Google Scholar] [CrossRef]
- Wood, A.; Henry, S. Best Tall Buildings: CTBUH Awards: A Global Overview of 2016 Skyscrapers; The Images Publishing Group: Mulgrave, VC, Australia, 2016. [Google Scholar]
- Maqhareh, M. The evolutionary process of diagrid structure towards architectural, structural and sustainability concepts: Reviewing case studies. J. Archit. Eng. Tech. 2014, 3, 2. [Google Scholar] [CrossRef]
- Ganz, J.A.; Acker, E.; Ackley, L.; Applegate, H.; Barki, G.; Breuer, K.; Buron, M.E.; Chapman, M.; Dreyfus, R.; Kastner, V. Jewel City: Art from San Francisco’s Panama-Pacific International Exposition; University of California Press: Berkeley, CA, USA, 2015. [Google Scholar]
- Aguilar, Z.; Iemura, H.; Igarashi, A.; Yasuda, M. Observation and synthesis of long-period earthquake ground motions at the Akashi Kaikyo bridge construction site. In Proceedings of the 12th World Conference of Earthquake Engineering, Auckland, New Zealand, 30 January–4 February 2000. [Google Scholar]
- Yaneva, A. Made by the Office for Metropolitan Architecture: An Ethnography of Design; 010 Publishers: Rotterdam, The Netherlands, 2009. [Google Scholar]
- Dizhur, D.; Ismail, N.; Knox, C.; Lumantarna, R.; Ingham, J.M. Performance of unreinforced and retrofitted masonry buildings during the 2010 Darfield earthquake. Bull. N. Z. Soc. Earthq. Eng. 2010, 43, 321–339. [Google Scholar] [CrossRef]
- Hiwase, P.; Waths, M.S.; Dange, M.N.; Malve, M.S.; Bhansali, M.T. Comparison of Seismic Analysis and Static Analysis of Residential Building Using Staad.Pro. IOSR J. Eng. IOSRJEN 2019, 27–30. [Google Scholar]
- Gönen, S.; Soyöz, S. Seismic analysis of a masonry arch bridge using multiple methodologies. Eng. Struct. 2021, 226, 111354. [Google Scholar] [CrossRef]
- Ansari, A.; Rao, K.; Jain, A. Seismic analysis of shallow tunnels in soil medium. In Proceedings of the Stability of Slopes and Underground Excavations: Proceedings of Indian Geotechnical Conference; Springer: Singapore, 2020; Volume 3, pp. 343–352. [Google Scholar]
- Fajfar, P. Seismic Design Methodologies for the Next Generation of Codes; Routledge: London, UK, 2019. [Google Scholar]
- Lie-ping, Y.; Xin-lei, J.; Yuan, T.; Xin-zheng, L.; Zhi-wei, M.; Zhe, Q.; Xu-chuan, L.; Xiao, L. “System Capacity Design Method” for the Seismic Design of Building Structures: A Review. Eng. Mech. 2022, 39, 1–12. [Google Scholar]
- Shoeibi, S.; Gholhaki, M.; Kafi, M.A. Simplified force-based seismic design procedure for linked column frame system. Soil Dyn. Earthq. Eng. 2019, 121, 87–101. [Google Scholar] [CrossRef]
- O’Reilly, G.J.; Calvi, G.M. Conceptual seismic design in performance-based earthquake engineering. Earthq. Eng. Struct. Dyn. 2019, 48, 389–411. [Google Scholar] [CrossRef]
- Ivanovna, G.N.; Asrorovna, A.Z.; Ravilovich, M.A. The Choice of Configuration of Buildings When Designing in Seismic Areas. Cent. Asian J. Arts Des. 2021, 2, 32–39. [Google Scholar]
- Srinath, G.; Swain, S.; Gopikrishna, K. Seismic Capacity Estimation for Composite Multi-storeyed RC buildings. Mater. Today Proc. 2023; in press. [Google Scholar] [CrossRef]
- Mohsenian, V.; Nikkhoo, A. A study on the effects of vertical mass irregularity on seismic performance of tunnel-form structural system. Adv. Concr. Constr. 2019, 7, 131–141. [Google Scholar]
- Tso, W.; Moghadam, A. Seismic response of asymmetrical buildings using pushover analysis. In Seismic Design Methodologies for the Next Generation of Codes; Routledge: London, UK, 2019; pp. 311–321. [Google Scholar]
- Vamvatsikos, D.; Aschheim, M.A. Performance-based seismic design via yield frequency spectra. Earthq. Eng. Struct. Dyn. 2016, 45, 1759–1778. [Google Scholar] [CrossRef]
- Loss, C.; Tannert, T.; Tesfamariam, S. State-of-the-art review of displacement-based seismic design of timber buildings. Constr. Build. Mater. 2018, 191, 481–497. [Google Scholar] [CrossRef]
- Luca, E. The use of cladding system as a mean to improve seismic behavior in high rise buildings. UBT Int. Conf. 2021, 306. [Google Scholar]
- Bedon, C.; Zhang, X.; Santos, F.; Honfi, D.; Kozłowski, M.; Arrigoni, M.; Figuli, L.; Lange, D. Performance of structural glass facades under extreme loads–Design methods, existing research, current issues and trends. Constr. Build. Mater. 2018, 163, 921–937. [Google Scholar] [CrossRef]
- Helou, S.H. “The Seismic Susceptibility of RC Structures with Stone Clad Façades” A Post-Yield Perspective. Int. J. Eng. Res. Technol. IJERT 2021, 10, 503–508. [Google Scholar]
- Wang, X.; Pantoli, E.; Hutchinson, T.; Restrepo, J.; Wood, R.; Hoehler, M.; Grzesik, P.; Sesma, F. Seismic performance of cold-formed steel wall systems in a full-scale building. J. Struct. Eng. 2015, 141, 04015014. [Google Scholar] [CrossRef]
- Psycharis, I.N.; Kalyviotis, I.M.; Mouzakis, H.P. Shake table tests on the dynamic response of cladding panels with fixed connections. J. Earthq. Eng. 2022, 26, 615–639. [Google Scholar] [CrossRef]
- Makris, N. Seismic isolation: Early history. Earthq. Eng. Struct. Dyn. 2019, 48, 269–283. [Google Scholar] [CrossRef]
- Zhou, F.; Tan, P. Recent progress and application on seismic isolation energy dissipation and control for structures in China. Earthq. Eng. Eng. Vib. 2018, 17, 19–27. [Google Scholar] [CrossRef]
- Mason Walters, S. Seismic isolation–the gold standard of seismic protection. Structure 2015, 12, 11–14. [Google Scholar]
- Xiang, N.; Alam, M.S. Comparative seismic fragility assessment of an existing isolated continuous bridge retrofitted with different energy dissipation devices. J. Bridge Eng. 2019, 24, 04019070. [Google Scholar] [CrossRef]
- Ponzo, F.C.; Antonio, D.; Nicla, L.; Nigro, D. Experimental estimation of energy dissipated by multistorey post-tensioned timber framed buildings with anti-seismic dissipative devices. Sustain. Struct 2021, 1, 000007. [Google Scholar]
- Chen, X.; Li, C. Seismic assessment of earthquake-resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices. Struct. Control Health Monit. 2020, 27, e2625. [Google Scholar] [CrossRef]
- Wang, B.; Zhu, S.; Zhao, J.; Jiang, H. Earthquake resilient RC walls using shape memory alloy bars and replaceable energy dissipating devices. Smart Mater. Struct. 2019, 28, 065021. [Google Scholar] [CrossRef]
- Bozzo, L.; Gonzales, H.; Pantoja, M.; Muñoz, E.; Ramirez, J. Modeling, analysis and seismic design of structures using energy dissipators SLB. Tecnia 2019, 29, 81–90. [Google Scholar] [CrossRef]
- Bi, C.; Pan, G.; Yang, L.; Lin, C.-C.; Hou, M.; Huang, Y. Evacuation route recommendation using auto-encoder and Markov decision process. Appl. Soft Comput. 2019, 84, 105741. [Google Scholar] [CrossRef]
- Ao, Y.; Huang, K.; Wang, Y.; Wang, Q.; Martek, I. Influence of built environment and risk perception on seismic evacuation behavior: Evidence from rural areas affected by Wenchuan earthquake. Int. J. Disaster Risk Reduct. 2020, 46, 101504. [Google Scholar] [CrossRef]
- Hu, F.; Yang, S.; Hu, X.; Wang, W. Integrated optimization for shelter service area demarcation and evacuation route planning by a ripple-spreading algorithm. Int. J. Disaster Risk Reduct. 2017, 24, 539–548. [Google Scholar] [CrossRef]
- Zhou, J.; Li, S.; Nie, G.; Fan, X.; Xia, C. Developing a revised social force model for pedestrians’ earthquake emergency evacuation. Geomat. Nat. Hazards Risk 2020, 11, 335–356. [Google Scholar] [CrossRef]
- Tannert, T.; Follesa, M.; Fragiacomo, M.; Gonzalez, P.; Isoda, H.; Moroder, D.; Xiong, H.; van de Lindt, J. Seismic design of cross-laminated timber buildings. Wood Fiber Sci. 2018, 50, 3–26. [Google Scholar] [CrossRef]
- Poland, C.D.; Horn, D.B. Opportunities and pitfalls of performance based seismic engineering. In Seismic Design Methodologies for the Next Generation of Codes; Routledge: London, UK, 2019; pp. 69–78. [Google Scholar]
- Rizwan, M.; Ahmad, N.; Khan, A.N. Seismic Performance of Compliant and Noncompliant Special Moment-Resisting Reinforced Concrete Frames. ACI Struct. J. 2018, 115, 1063–1073. [Google Scholar]
- Bertero, V.V. Performance-based seismic engineering: A critical review of proposed guidelines. In Seismic Design Methodologies for the Next Generation of Codes; Routledge: London, UK, 2019; pp. 1–31. [Google Scholar]
- Chang-Richards, Y.; Wilkinson, S.; Seville, E.; Brunsdon, D. Effects of a major disaster on skills shortages in the construction industry: Lessons learned from New Zealand. Eng. Constr. Archit. Manag. 2017, 24, 2–20. [Google Scholar] [CrossRef]
- Nwadike, A.N.; Wilkinson, S. Why amending building codes? An investigation of the benefits of regular building code amendment in New Zealand. Int. J. Build. Pathol. Adapt. 2022, 40, 76–100. [Google Scholar] [CrossRef]
- Charleson, A. Earthquake engineering education in schools of architecture: Developments during the last ten years including rule-of-thumb software. J. Archit. Eng. 2018, 24, 04018020. [Google Scholar] [CrossRef]
# | Building Name | Techniques Used | Country of Origin |
---|---|---|---|
1 | Taipei 101 |
| Taiwan/a seismic region |
2 | The Shard, London |
| UK/non-seismically active area |
3 | Torre Reforma, Mexico City |
| USA/a seismic region |
4 | O-14 Tower, Dubai |
| UAE/semi-active seismic area (The Zagros and Makran regions, which are the most seismically active nearby areas, are closest to the country and could potentially have an impact) |
5 | The San Francisco Museum of Modern Art (SFMOMA) |
| USA/a seismic region |
6 | The Akashi Kaikyo Bridge |
| Japan/a seismic region |
7 | The Guangzhou Opera House |
| China/a seismic region |
8 | The Christchurch Town Hall (Retrofitting) |
| New Zealand/a seismic region |
# | Architectural Considerations | Explanation |
---|---|---|
1 | Seismic Analysis [91,92,93] | To analyze the seismic hazard at the site, the region’s seismicity, the state of the soil, and anticipated earth motions are to be considered. |
2 | Structural System [94,95,96,97] | Choosing a suitable lateral force-resisting structural system. Moment frames, shear walls, braced frames, and dual systems are common systems. Create a structural system with sufficient strength, stiffness, and ductility. |
3 | Building Configuration and Layout [98,99] | Designing symmetrical building designs with regular shapes to distribute earthquake forces evenly. Avoid abnormalities like setbacks, floor height variances, or abrupt structural system changes that might concentrate stress. |
4 | Mass Distribution [100,101,102,103] | Mass should be distributed evenly throughout the building to reduce possible torsional impacts during an earthquake. Concentrated masses tend to twist and produce uneven forces, making an object more vulnerable. |
5 | Openings, Facades, and Cladding [104,105,106,107,108] | Thinking about making these components resistant to earthquake forces, sizes, materials, and positions in the building. |
6 | Rooftop Structures | Mechanical equipment, rooftop gardens, and water tanks should all be properly organized and secured to withstand seismic loads. |
7 | Seismic Isolation [109,110,111] | Install ground motion-decoupling base isolation systems to separate the building from the ground. In this situation, isolation devices like bearings or isolators are used between the foundation and superstructure. This lessens the amount of damage caused by seismic forces that are transferred to the building. |
8 | Energy Dissipation Devices [42,112,113,114,115,116] | Install energy dissipation equipment inside the structure to absorb and disperse seismic energy. By reducing the stresses transferred to the building, dampers, braces, or tuned mass dampers can be utilized to increase seismic resistance. |
9 | Escape Routes and Safe Areas [117,118,119,120] | These places should be strategically positioned to provide the locals with earthquake-safe zones. Stairways, elevators, and emergency exits must be properly designed in order for them to operate both during earthquake disasters and thereafter. |
10 | Compliance with Building Codes [121,122,123,124] | Observe regional building codes and guidelines for earthquake-resistant construction. These codes outline the minimal specifications for design, materials, building techniques, and safety considerations. |
11 | Professional Expertise [125,126,127] | Work with skilled structural engineers, geotechnical engineers, and architects experienced in earthquake design. Their expertise is crucial for developing and putting into practice successful earthquake-resistant techniques. |
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content. |
© 2023 by the author. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Share and Cite
Shareef, S.S. Earthquake Consideration in Architectural Design: Guidelines for Architects. Sustainability 2023, 15, 13760. https://doi.org/10.3390/su151813760
Shareef SS. Earthquake Consideration in Architectural Design: Guidelines for Architects. Sustainability. 2023; 15(18):13760. https://doi.org/10.3390/su151813760
Chicago/Turabian StyleShareef, Sardar S. 2023. "Earthquake Consideration in Architectural Design: Guidelines for Architects" Sustainability 15, no. 18: 13760. https://doi.org/10.3390/su151813760
APA StyleShareef, S. S. (2023). Earthquake Consideration in Architectural Design: Guidelines for Architects. Sustainability, 15(18), 13760. https://doi.org/10.3390/su151813760