Skip to main content
SpringerLink
Log in

Probabilistic seismic demand and fragility analysis of a novel mid-rise large-span cassette structure

  • Original Article
  • Published:
Bulletin of Earthquake Engineering Aims and scope Submit manuscript

Abstract

This paper presents the probabilistic seismic demand and fragility analyses of a novel mid-rise large-span cassette structure. A newly designed nine-storey office building in Hunan, China, is selected, and its two different design schemes, namely, a traditional frame structure and a novel cassette structure, are examined using numerical models established on the basis of a shake table test. Based on probabilistic seismic theory, the appropriate intensity measures are firstly studied based on a set of 110 seismic records; and PGV and GeoSaavg, which consider the 3D characteristics of the structure, are selected. In addition, the uncertainty of earthquakes, including spectral characteristics, fault distance and input direction, are considered, and 25 seismic records recommended by the Federal Emergency Management Agency are selected. An incident angle interval of 22.5° is selected to consider the uncertainty in the input directions of real earthquakes. Incremental dynamic analyses are conducted, and the structural responses in every individual input direction as well as in all the directions are studied. Finally, probabilistic seismic fragility analysis is conducted, and the probabilities of exceeding different limit states of the frame and cassette structures is presented. Amongst the studies, the novel cassette design can not only achieve much larger span, but also shows a better, more stable seismic performance. Therefore, the cassette structure may be a better alternative in seismic design.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19

Similar content being viewed by others

Availability of data and material

All data generated or analyzed during this study are included in this article, and the datasets used or analyzed during the current study are available from the corresponding author on reasonable request.

Code availability

There is no code used in this research.

References

  • Ali MM, Moon KS (2007) Structural developments in tall buildings: current trends and future prospects. Archit Sci Rev 50(3):205–223

    Article  Google Scholar 

  • Applied Technology Council (2008) Quantification of building seismic performance factors. ATC-63 Project Report

  • Avci-Karatas C (2019) Prediction of ultimate load capacity of concrete-filled steel tube columns using multivariate adaptive regression splines (MARS). Int J Steel Composite Struct 33(4):583–594

    Google Scholar 

  • Cao S, Ma K, Wei Y, Jiang H (2013) Application of large span precast cassette structure in industrial architecture. Build Struct 43(4):38–41

    Google Scholar 

  • Cao X, Feng D, Wu G (2019) Seismic performance upgrade of RC frame buildings using precast bolt-connected steel-plate reinforced concrete frame-braces. Eng Struct 195:382–399

    Article  Google Scholar 

  • Celik OC, Ellingwood BR (2010) Seismic fragilities for non-ductile reinforced concrete frames—role of aleatoric and epistemic uncertainties. Struct Saf 32(1):1–12

    Article  Google Scholar 

  • Chang S (2010) Experimental studies of reinforced concrete bridge columns under axial load plus biaxial bending. J Struct Eng 136(1):12–25

    Article  Google Scholar 

  • Chen ZP, Wu G, Feng DC, Ma KJ (2018) Numerical study of the static and dynamic characteristics of reinforced concrete cassette structures for high-rise buildings. Struct Des Tall Spec Build 28(3):e1574

    Article  Google Scholar 

  • Chen Z, Feng D, Wu G, Ma K (2020a) Experimental study of a novel open-web sandwich slab and modified design procedure. Mag Concr Res 1–20

  • Chen Z, Feng D, Wu G (2020b) Seismic performance and design process majorization of a reinforced concrete grid frame wall, J Earthq Eng 1–30

  • Chen Z, Feng D, Ke-Jian M, Wu G (2021) Shaking table test and evaluation of a novel high-rise large span concrete cassette structure. Eng Struct 238:112205

    Article  Google Scholar 

  • Cornell CA (2002) The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines. ASCE J Struct Eng 128(4):526–533

    Article  Google Scholar 

  • DOCG (Department of Construction, Guizhou) (2005) Technical specification for reinforced concrete open-web sandwich plate structures. China Architecture Publishing & Media Co. Ltd., Guiyang

  • DOCH (Department of Construction, Heilongjiang) (2014) Technical specification for reinforced concrete space griding structure with open-web sandwich plate. China Architecture Publishing & Media Co. Ltd., Haerbin

  • Dong Y, Frangopol DM, Saydam D (2013) Sustainability of highway bridge networks under seismic hazard. J Earthq Eng: JEE 18(1):41–66

    Article  Google Scholar 

  • Fan JJ, Wu G, Xu AL, Feng DC, Chen ZP (2020) Experimental study on the seismic performance of novel precast reinforced concrete grid moment-resisting frames. Struct Concr: J FIB 21(5):2028–2043

    Article  Google Scholar 

  • Federal Emergency Management Agency (2000) Prestandard and commentary for the seismic rehabilitation of buildings. American Society of Civil Engineering

  • Feng DC, Wu G, Sun ZY, Xu JG (2017) A flexure-shear timoshenko fiber beam element based on softened damage-plasticity model. Eng Struct 140:483–497

    Article  Google Scholar 

  • Feng D, Xie S, Deng W, Ding Z (2019) Probabilistic failure analysis of reinforced concrete beam-column sub-assemblage under column removal scenario. Eng Fail Anal 100:381–392

    Article  Google Scholar 

  • Hariri-Ardebili MA, Saouma VE (2016) Probabilistic seismic demand model and optimal intensity measure for concrete dams. Struct Saf 59:67–85

    Article  Google Scholar 

  • Jia J, Zhang K, Wu S, Guo Y, Du X, Wang X (2020) Seismic performance of self-centering precast segmental bridge columns under different lateral loading directions. Eng Struct 221:111037

    Article  Google Scholar 

  • Lervolino I, Cornell CA (2005) Record selection for nonlinear seismic analysis of structures. Earthq Spectra 21(3):685–713

    Article  Google Scholar 

  • Ma K, Zhang H, Zheng T (2006) Theory and practice of new type architectural space griding structures. China Communication Press, Beijing

    Google Scholar 

  • Ma K, Zhang H, Xiao J (2008) Concrete space grid structure. J Build Struct 29(S1):239–245

    Article  Google Scholar 

  • Medina R, Krawinkler H (2003) Seismic demands for nondeteriorating frame structures and their dependence on ground motions. Pacific Earthquake Engineering Research Center, Berkeley

    Google Scholar 

  • Menegotto M (1973) Method of analysis for cyclically loaded R. C. plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. In: Proceedings of IABSE symposium on resistance and ultimate deformability of structures acted on by well defined repeated loads1973, pp 15–22

  • MHURD (Ministry of Housing and Urban-Rural Development of China) (2010) Code for seismic design of buildings. China Architecture Publishing & Media Co. Ltd., Beijing

  • MHURD (Ministry of Housing and Urban-Rural Development of China) (2010) Code for design of concrete structures. China Architecture Publishing & Media Co. Ltd., Beijing

  • Padgett JE, Nielson BG, DesRoches R (2008) Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthq Eng Struct D 37(5):711–725

    Article  Google Scholar 

  • Qian J, Dong Y (2020) Multi-criteria decision making for seismic intensity measure selection considering uncertainty. Earthq Eng Struct D 49(11):1095–1114

    Article  Google Scholar 

  • Rodrigues H, Arêde A, Varum H, Costa AG (2013a) Experimental evaluation of rectangular reinforced concrete column behaviour under biaxial cyclic loading. Earthq Eng Struct D 42(2):239–259

    Article  Google Scholar 

  • Rodrigues H, Arêde A, Varum H, Costa A (2013b) Damage evolution in reinforced concrete columns subjected to biaxial loading. Bull Earthq Eng 11(5):1517–1540

    Article  Google Scholar 

  • Rodrigues H, Furtado A, Arêde A, Vila-Pouca N, Varum H (2018) Experimental study of repaired RC columns subjected to uniaxial and biaxial horizontal loading and variable axial load with longitudinal reinforcement welded steel bars solutions. Eng Struct 155:371–386

    Article  Google Scholar 

  • Scott BD, Park R, Priestley M (1982) Stress-strain behavior of concrete by overlapping hoops at low and high strain rates. ACI J 79(1):13–27

    Google Scholar 

  • Shafieezadeh A, Ramanathan K, Padgett JE, Desroches R (2012) Fractional order intensity measures for probabilistic seismic demand modeling applied to highway bridges. Earthq Eng Struct D 41:391–409

    Article  Google Scholar 

  • Ucak A, Tsopelas P (2014) Load path effects in circular steel columns under bidirectional lateral cyclic loading. J Struct Eng 141:04014133

    Article  Google Scholar 

  • Vamvatsikos D, Cornell CA (2002) Incremental dynamic analysis. Earthq Eng Struct D 31(3):491–514

    Article  Google Scholar 

  • Wang X, Shafieezadeh A, Ye A (2017) Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground. Bull Earthq Eng 16(1):229–257

    Article  Google Scholar 

  • Ye Z, Feng D, Wu G (2019) Seismic control of modularized suspended structures with optimal vertical distributions of the secondary structure parameters. Eng Struct 183:160–179

    Article  Google Scholar 

  • Ye Z, Shafieezadeh A, Sezen H, Wu G, Feng DC (2020a) Cross-level fragility analysis of modularized suspended buildings based on experimentally validated numerical models. Struct Des Tall Spec Build 29(14):e1778

    Google Scholar 

  • Ye Z, Wu G, Feng D, Shafieezadeh A (2020b) Shake table testing and computational investigation of the seismic performance of modularized suspended building systems. Bull Earthq Eng 18(11):5247–5279

    Article  Google Scholar 

Download references

Acknowledgements

The authors greatly appreciate financial support from the National Natural Science Foundation of China (Grant Numbers 51838004, 51525801 and 51708106) and the Natural Science Foundation of Jiangsu Province (Grant Number BK20170680).

Funding

The research is supported by the National Natural Science Foundation of China (Grant Nos. 51838004, 51525801 and 51708106) and the Natural Science Foundation of Jiangsu Province (Grant No. BK20170680).

Author information

Authors and Affiliations

  1. Department of Civil and Environmental Engineering, Hong Kong Polytechnic University, Hong Kong, China

    Zhi-Peng Chen & Songye Zhu

  2. Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, 211189, China

    De-Cheng Feng, Xu-Yang Cao & Gang Wu

  3. National Prestressing Engineering Research Centre, Southeast University, Nanjing, 211189, China

    De-Cheng Feng, Xu-Yang Cao & Gang Wu

  4. Space Structure Research Centre, Guizhou University, Guiyang, 550003, People’s Republic of China

    Ke-Jian Ma

Authors
  1. Zhi-Peng Chen
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. De-Cheng Feng
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. Xu-Yang Cao
    View author publications

    You can also search for this author in PubMed Google Scholar

  4. Ke-Jian Ma
    View author publications

    You can also search for this author in PubMed Google Scholar

  5. Songye Zhu
    View author publications

    You can also search for this author in PubMed Google Scholar

  6. Gang Wu
    View author publications

    You can also search for this author in PubMed Google Scholar

Contributions

Z-PC: Methodology, investigation, data curation, conceptualization, writing—original draft; D-CF: project administration; X-YC: data collecting; K-JM: investigation, supervision; SZ: writing—review and editing; GW: validation, resources.

Corresponding author

Correspondence to Gang Wu.

Ethics declarations

Conflict of interest

The researchers claim that there is no conflict of interest in this research.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Appendices

Appendix 1

See Table 5.

Table 5 Detailed information of IM assessment
Full size table

Appendix 2

See Table 6.

Table 6 Selected ground motion records
Full size table

Appendix 3

See Figs. 20, 21, 22, 23, 24, 25 and 26.

Fig. 20
figure 20

IDA results of the 22.5° input direction of the two structures: a cassette with PGV selected as the IM, b cassette with GeoSaavg selected as the IM, c frame with PGV selected as the IM and d frame with GeoSaavg selected as the IM

Full size image
Fig. 21
figure 21

IDA results of the 45° input direction of the two structures: a cassette with PGV selected as the IM, b cassette with GeoSaavg selected as the IM, c frame with PGV selected as the IM and d frame with GeoSaavg selected as the IM

Full size image
Fig. 22
figure 22

IDA results of the 67.5° input direction of the two structures: a cassette with PGV selected as the IM, b cassette with GeoSaavg selected as the IM, c frame with PGV selected as the IM and d frame with GeoSaavg selected as the IM

Full size image
Fig. 23
figure 23

IDA results of the 90° input direction of the two structures: a cassette with PGV selected as the IM, b cassette with GeoSaavg selected as the IM, c frame with PGV selected as the IM and d frame with GeoSaavg selected as the IM

Full size image
Fig. 24
figure 24

IDA results of the 112.5° input direction of the two structures: a cassette with PGV selected as the IM, b cassette with GeoSaavg selected as the IM, c frame with PGV selected as the IM and d frame with GeoSaavg selected as the IM

Full size image
Fig. 25
figure 25

IDA results of the 135° input direction of the two structures: a cassette with PGV selected as the IM, b cassette with GeoSaavg selected as the IM, c frame with PGV selected as the IM and d frame with GeoSaavg selected as the IM

Full size image
Fig. 26
figure 26

IDA results of the 157.5° input direction of the two structures: a cassette with PGV selected as the IM, b cassette with GeoSaavg selected as the IM, c frame with PGV selected as the IM, and d frame with GeoSaavg selected as the IM

Full size image

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Chen, ZP., Feng, DC., Cao, XY. et al. Probabilistic seismic demand and fragility analysis of a novel mid-rise large-span cassette structure. Bull Earthquake Eng 20, 383–413 (2022). https://doi.org/10.1007/s10518-021-01222-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10518-021-01222-w

Keywords

Search

Navigation