1,047
Views
1
CrossRef citations to date
0
Altmetric
Building Structures and Materials

A simplified approach to modeling vertically irregular structures for dynamic assessment

, &
Pages 2320-2329 | Received 05 Apr 2021, Accepted 18 Aug 2021, Published online: 17 Sep 2021

References

  • Abbasnia, R., A. T. Davoudi, and M. M. Maddah. 2013. “An Adaptive Pushover Procedure Based on Effective Modal Mass Combination Rule.” Engineering Structures 52: 654–666. doi:10.1016/j.engstruct.2013.03.029.
  • ACI. 2019. ACI 318-19: Building Code Requirements for Structural Concrete and Commentary. Farmington Hills, MI: American Concrete Institute.
  • ASCE. 2017. ASCE/SEI 41-17: Seismic Evaluation and Retrofit of Existing Buildings. Reston, Virginia, USA: American Society of Civil Engineers.
  • Aşıkoğlu, A., G. Vasconcelos, P. B. Lourenço, and B. Pantò. 2020. “Pushover Analysis of Unreinforced Irregular Masonry Buildings: Lessons from Different Modeling Approaches.” Engineering Structures 218: 1–20. Article ID 110830. doi:10.1016/j.engstruct.2020.110830.
  • Azizi-Bondarabadi, H., N. Mendes, and P. B. Lourenço. 2019. “Higher Mode Effects in Pushover Analysis of Irregular Masonry Buildings.” Journal of Earthquake Engineering 25(8): 1–35.
  • Bhandari, M., S. D. Bharti, M. K. Shrimali, and T. K. Datta. 2018. “Assessment of Proposed Lateral Load Patterns in Pushover Analysis for Base-isolated Frames.” Engineering Structures 175: 531–548. doi:10.1016/j.engstruct.2018.08.080.
  • Bhosale, A. S., R. Davis, and P. Sarkar. 2017. “Vertical Irregularity of Buildings: Regularity Index versus Seismic Risk.” ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering 3 (3): 1-10.
  • Cancellara, D., and F. De Angelis. 2017. “Assessment and Dynamic Nonlinear Analysis of Different Base Isolation Systems for a Multi-storey RC Building Irregular in Plan.” Computers & Structures 180: 74–88. doi:10.1016/j.compstruc.2016.02.012.
  • Cancellara, D., and F. De Angelis. 2019. “Dynamic Assessment of Base Isolation Systems for Irregular in Plan Structures: Response Spectrum Analysis Vs Nonlinear Analysis.” Composite Structures 215: 98–115. doi:10.1016/j.compstruct.2019.02.013.
  • Center, PEER. 2021. PEER Ground Motion Database. University of California, Berkeley, USA: Pacific Earthquake Engineering Research Center. http://ngawest2.Berkeley.edu
  • Chopra, A. K., and R. K. Goel. 2002. “A Modal Pushover Analysis Procedure for Estimating Seismic Demands for Buildings.” Earthquake Engineering & Structural Dynamics 31 (3): 561–582. doi:10.1002/eqe.144.
  • CSI. 2011. PERFORM Components and Elements for PERFORM‐3D and PERFORMCOLLAPSE. Berkeley, California, USA: Computers and Structures, Inc.
  • Das, P. K., S. C. Dutta, and T. K. Datta. 2021. “Seismic Behavior of Plan and Vertically Irregular Structures: State of Art and Future Challenges.” Natural Hazards Review 22 (2): 4020062. doi:10.1061/(ASCE)NH.1527-6996.0000440.
  • Esfahanian, A., and A. A. Aghakouchak. 2019. “A Single-run Dynamic-based Approach for Pushover Analysis of Structures Subjected to Near-fault Pulse-like Ground Motions.” Journal of Earthquake Engineering 23 (5): 725–749. doi:10.1080/13632469.2017.1326420.
  • Khaloo, A. R., H. Masoomi, S. Nozhati, and M. M. Dehcheshmeh. 2016. “Influence of Diaphragm Opening on Seismic Response of Rectangular RC Buildings with End Shear Walls.” Scientia Iranica 23 (4): 1689–1698. doi:10.24200/sci.2016.2239.
  • Kreslin, M., and P. Fajfar. 2011. “The Extended N2 Method Taking into Account Higher Mode Effects in Elevation.” Earthquake Engineering & Structural Dynamics 40 (14): 1571–1589. doi:10.1002/eqe.1104.
  • KSCS. 2019. KDS 41 17 00: Seismic Design of Buildings. Seoul, Republic of Korea: Korea Construction Standards Center.
  • Kumar, R., and D. R. Sahoo. 2021. “Seismic Fragility of Steel Special Truss Moment Frames with Multiple Ductile Vierendeel Panels.” Soil Dynamics and Earthquake Engineering 143: 106603. Article ID 106603. doi:10.1016/j.soildyn.2021.106603.
  • Marino, S., S. Cattari, and S. Lagomarsino. 2019. “Are the Nonlinear Static Procedures Feasible for the Seismic Assessment of Irregular Existing Masonry Buildings?” Engineering Structures 200: 1–16. Article ID 109700. doi:10.1016/j.engstruct.2019.109700.
  • Mazza, F., M. Mazza, and A. Vulcano. 2015. “Displacement-based Seismic Design of Hysteretic Damped Braces for Retrofitting In-elevation Irregular Rc Framed Structures.” Soil Dynamics and Earthquake Engineering 69: 115–124. doi:10.1016/j.soildyn.2014.10.029.
  • Moehle, J. P. 1984. “Seismic Response of Vertically Irregular Structures.” Journal of Structural Engineering 110 (9): 2002–2014. doi:10.1061/(ASCE)0733-9445(1984)110:9(2002).
  • Oyguc, R., C. Toros, and A. E. Abdelnaby. 2018. “Seismic Behavior of Irregular Reinforced-concrete Structures under Multiple Earthquake Excitations.” Soil Dynamics and Earthquake Engineering 104: 15–32. doi:10.1016/j.soildyn.2017.10.002.
  • Poursha, M., F. Khoshnoudian, and A. S. Moghadam. 2009. “A Consecutive Modal Pushover Procedure for Estimating the Seismic Demands of Tall Buildings.” Engineering Structures 31 (2): 591–599. doi:10.1016/j.engstruct.2008.10.009.
  • Poursha, M., F. Khoshnoudian, and A. S. Moghadam. 2014. “The Extended Consecutive Modal Pushover Procedure for Estimating the Seismic Demands of Two-way Unsymmetric-plan Tall Buildings under Influence of Two Horizontal Components of Ground Motions.” Soil Dynamics and Earthquake Engineering 63: 162–173. doi:10.1016/j.soildyn.2014.02.001.
  • Sarkar, P., A. M. Prasad, and D. Menon. 2010. “Vertical Geometric Irregularity in Stepped Building Frames.” Engineering Structures 32 (8): 2175–2182. doi:10.1016/j.engstruct.2010.03.020.
  • Schultz, A. E. 1992. “Approximating Lateral Stiffness of Stories in Elastic Frames.” Journal of Structural Engineering 118 (1): 243–263. doi:10.1061/(ASCE)0733-9445(1992)118:1(243).
  • Shakeri, K., M. A. Shayanfar, and T. Kabeyasawa. 2010. “A Story Shear-based Adaptive Pushover Procedure for Estimating Seismic Demands of Buildings.” Engineering Structures 32 (1): 174–183. doi:10.1016/j.engstruct.2009.09.004.
  • Shojaei, F., and B. Behnam. 2017. “Seismic Vulnerability Assessment of Low-rise Irregular Reinforced Concrete Structures Using Cumulative Damage Index.” Advances in Concrete Construction 5 (4): 407-422.
  • Structural Engineering Institute. 2016. ASCE/SEI 7-16: Minimum Design Loads for Buildings and Other Structures. Reston, Virginia,USA: American Society of Civil Engineers.