Aseismic Design of Staggered Truss Buildings

by Robert D. Hanson, (M.ASCE), Assoc. Prof. of Civ. Engrg.; Univ. of Michigan, Ann Arbor, MI,
Glen V. Berg, (F.ASCE), Chmn, and Prof. of Civ. Engrg.; Univ. of Michigan, Ann Arbor, MI,


Serial Information: Journal of the Structural Division, 1974, Vol. 100, Issue 1, Pg. 175-193


Document Type: Journal Paper

Errata: (See full record)

Abstract: This elastic limit-ultimate strength design procedure for earthquake resistant response of multistory staggered truss framed buildings concentrates the inelastic activity in the chord members in the vicinity of the central open panel of the truss. A detailed description of the design philosophy is presented. Inelastic dynamic responses of two 40-story buildings designed with different levels of elastic lateral force resisting capabilities subject to 1.5 times the El Centro (1940) NS accelerogram are compared. It is shown that this framing system has significant energy absorption capacity and ductile deformation capability.

Subject Headings: Building design | Trusses | Elastic analysis | Plastic design | Frames | Inelasticity | Lateral forces | Structural strength

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