EvALVATION OF TORSIONAL PROVISIONS IN SEISMIC CODES

The effects of plan asymmetry on the earthquake response of code­ designed, one-story systems are identified with the objective of evaluating how well these effects are represented by torsional provisions in building codes. The earth­ quake-induced deformations and ductility demands on resisting elements of asym­ metric-plan systems, designed according to several different codes, are compared with their values if the systcm plan were symmetric. The presented results dcm­ onstrate that the design eccentricity in building codes should he modified in order to achicve the desirable goal of similar ductility demands on asymmetric-plan and symmetric-plan systems. The design eccentricity should be defined differently for elastic and inelastic systems; in the latter casc, it should vary with the design force level or anticipatcd dcgree of inelastic action. However, it does not appcar possible to reduce the additional element deformations due to plan asymmetry by modifying the design eccentricity; these deformations should be provided for in building design.