Responses and capacity curves of mid- and high-rise wood buildings subjected to seismic excitations

• Published in: Canadian journal of civil engineering Vol. 47; no. 1; pp. 63 - 76
• Main Authors: Yang, S.C, Hong, H.P, Bartlett, F.M
• Format: Journal Article
• Language: English
• Published: Ottawa NRC Research Press 2020; Canadian Science Publishing NRC Research Press
• Subjects: Analysis; Approximation; Aseismic buildings; bois lamellé-croisé; Building codes; Buildings; Capacity; capacity curve; Columns (structural); Computer software industry; Construction; courbe de capacité; Cross laminating; cross-laminated timber; Design; Dynamic analysis; excitations sismiques; Fasteners; Glulam; Gravity; High rise buildings; hysteretic model for the connectors; inelastic responses; Lateral loads; modèle d’hystérèse pour les assemblages; Nonlinear analysis; réponses inélastiques; Seismic analysis; Seismic engineering; seismic excitations; Seismic response; Skyscrapers; Stiffness; Structural members; Tall buildings; Timber; Timber (structural); Wood; Wood laminates; Canada; United States; Ontario
• ISSN: 0315-1468; 1208-6029
• DOI: 10.1139/cjce-2018-0300

The design and modelling of 10-, 15-, and 20-storey wood buildings with cross-laminated timber and glulam structural members are presented in the present study. The system is platform-type construction with a cross-laminated timber core, perimeter walls as lateral load resisting system, and glulam columns as the gravity system. The designed buildings satisfy requirements stipulated in applicable design codes in Canada. The hysteretic models and the associated parameters used to model the fasteners for wood members are developed. Assessments of the nonlinear inelastic seismic responses and capacity curves of the designed buildings are carried out using the incremental dynamic analysis (IDA) and nonlinear static pushover analysis (NSPA) methods. The results indicate that the NSPA curve closely approximates the mean capacity curve estimated using the IDA curves for wood buildings. The post-yield stiffness ratio to initial stiffness for the wood buildings ranges from approximately 0.35 to 0.55. The results also show that the effect of the record-to-record variability on the IDA curves is substantial.