Evaluation of seismic fragilities of special concentrically braced frame hybrid buildings equipped with prefabricated cross-laminated timber-steel composite floor diaphragms

Author:

Zhang Chaoyue,Loss CristianoORCID

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference62 articles.

1. Applied Technology Council (2020) Short-Period Building Collapse Performance and Recommendations for Improving Seismic Design. 4(October)

2. ASCE (2000) American Society of Civil Engineers, FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Building. Rehabilitation (November).

3. Ballio G, Castiglioni CA (1995) A unified approach for the design of steel structures under low and/or high cycle fatigue. J Constr Steel Res 34(1):75–101. https://doi.org/10.1016/0143-974X(95)97297-B

4. Barber D, Blount D, Hand JJ, Roelofs M, Wingo L, Woodson J, Yang F (2022) Design guide 37: hybrid steel frames with wood floors. AISC, Chicago

5. Beairsto C, Gupta R, Miller TH (2022) Monotonic and cyclic behavior of CLT diaphragms. Pract Period Struct Des Constr 27(2):1–14. https://doi.org/10.1061/(asce)sc.1943-5576.0000658

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