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Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 1. Design and Properties of a One-Third Scale Model Structure

机译:仅用于重力荷载的钢筋混凝土框架结构抗震性能:第1部分:三分之一比例模型结构的设计和性能

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The report is Part I of a three-part series prepared for a comprehensive Evaluation of typical gravity load designed low-rise reinforced concrete frame buildings (lightly reinforced concrete structures) for seismic adequacy. The study was done at State University of New York at Buffalo - Earthquake Simulation Laboratory on a 1:3 scale building model designed for gravity loads only. No considerations were made for seismic resistance and the general non-seismic detailing provisions of ACI-318-89 were used for the design. The one-third scale three story model, one-bay by three-bay, of a typical office building was constructed to represent the critical interior bay of a prototype structure.

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