Seismic Risk Assessment of Reinforced Concrete Buildings Using Fuzzy Rule Based Modeling
نویسندگان
چکیده
Seismic resiliency of new buildings has improved over the years due to improved seismic codes and design practices. However, vulnerability of seismically deficient older buildings, designed and built on the basis of older codes of practice, poses a significant threat to life safety and survivability of buildings. It is economically not feasible to retrofit the entire seismically deficient infrastructure. Therefore, there is need for a comprehensive plan to identify critical structures and prioritize their retrofit requirements. Risk-based seismic assessment approach is proposed for prioritizing buildings for retrofit. Risk-base prioritization incorporates engineering decision making aspects, such as damage estimation, and societal value, tolerance to the consequence of failure. This is done by integrating site seismic hazard, building vulnerability, and importance/exposure factors. The complexity of building vulnerability assessment is handled through a systems theory where the complex problem is managed through hierarchical structure. The vagueness uncertainty encountered as a result of subjective walk down survey is handled through a fuzzy set theory. Fuzzy rule based modeling is used to incorporate decision maker’s attitude and intuitive knowledge in the aggregation process. The proposed method is illustrated through the use of May 1, 2003 Bingöl Earthquake damage observations. Results of the proposed risk-base prioritization method show good correlation with observed damage, albeit extracted from limited data sets.
منابع مشابه
Damage Assessment of Reinforced Concrete Buildings Considering Irregularities (RESEARCH NOTE)
Structural damage can be controlled in performance based seismic design (PBSD) according to the requirement under a certain hazard level. During strong ground motion (GM) such buildings suffer minor to major damages depending on the shaking level of GM. The available damage assessment methods are complex, tedious and time-consuming procedure. In the present study, a simplified empirical model h...
متن کاملSeismic fragility assessment of RC moment resisting frame buildings designed for different editions of Iranian seismic design code
Background and objective: Developing fragility and vulnerability functions are important tools in seismic reliability assessment of buildings and are widely used in regional seismic risk studies. To date sufficient studies for developing analytical fragility functions for Iranian code-conforming buildings have not been carried out. Performing such studies are necessary to assess the adequacy of...
متن کاملLOS ANGELES TALL BUILDINGS STRUCTURAL DESIGN COUNCIL ANNUAL MEETING, Los Angeles, CA, May 2007 MODELING ISSUES FOR TALL REINFORCED CONCRETE CORE WALL BUILDINGS
Reinforced concrete walls are commonly used as the primary lateral-force-resistingsystem for tall buildings. As the tools for conducting nonlinear response history analysis have improved and with the advent of performance-based seismic design, reinforced concrete walls and core walls are often employed as the only lateral-force-resisting-system. Proper modeling of the load versus deformation be...
متن کاملSeismic Performance of RC Frames Irregular in Elevation Designed Based on Iranian Seismic Code
Setback in elevation of a structure is a special irregularity with considerable effect on its seismic performance. This paper addresses multistory Reinforced Concrete (RC) frame buildings, regular and irregular in elevation. Several multistory Reinforced Concrete Moment Resisting Frames (RCMRFs) with different types of setbacks, as well as the regular frames in elevation, are designed according...
متن کاملEvaluation of Seismic Vulnerability of Reinforced Concrete Buildings Adjacent to the Deep Excavations
In this study, the effect of deep excavation on the seismic response of RC moment resisting building systems has been studied. Deep excavation can cause significant changes in the stress and strain levels of soil environment and also changes in the propagation of seismic waves. This leads to permanent displacements in the foundation system. In this study, three RC building systems, i.e. 5, 10, ...
متن کامل