Time-Domain Structural Damage and Loss Estimates for Wind Loads: Road to Resilience-Targeted and Smart Buildings Design

Author:

Iancovici Mihail1ORCID,Nica George Bogdan1

Affiliation:

1. Faculty of Civil Engineering, Technical University of Civil Engineering Bucharest, 020396 Bucharest, Romania

Abstract

A time-domain wind-induced damage evaluation for the risk- and resilience-targeted design of building structures requires nonlinear dynamic analysis (NDA) solvers to handle long duration input loads. Moreover, post-construction damage identification based on real-time vibration monitoring depends on accurate damage simulation from the design stage and available artificial intelligence (AI)-based technology. In this paper, an integrated time-domain approach for the performance-based analysis and design for wind is presented. The nonlinear dynamic analysis (NDA) is performed with the Force Analogy Method (FAM) and the state–space formulation to solve the nonlinear equations of motion. Then, the Incremental Dynamic Analysis (IDA) is used to perform probabilistic fragility analyses for a typical reinforced concrete (RC) frame structure. The analysis also provides estimates of expected losses, gives the building owners business support data to compare, e.g., the final annual building income (FABI), the cost of repair and the function recovery duration for various wind events in an integrated resilience-based building design framework. This provides the basis for mapping structural damage on large urban scales and for straightforward quantification of wind-induced damage from available response acceleration time-series acquired from real-time vibration monitoring.

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference48 articles.

1. (2012). CR-1-1-4. Code for the Evaluation of Wind Loads on Structures 2012, (In Romanian).

2. Aerodynamic Loads on Tall Buildings: An Interactive Database;Zhou;J. Struct. Eng.,2003

3. Kwon, D., and Kareem, A. (2006). NatHaz Modeling Laboratory Report, University of Notre Dame.

4. Dynamic wind effects: A comparative study of provisions in codes and standards with wind tunnel data;Kijewski;Wind Struct.,1998

5. Whalen, T.M., Shah, V., and Jang, J.-S. (2000). A Pilot Project for Computer-Based Design of Low-Rise Buildings for Wind Loads—The WiLDE-LRS Users’s Manual.

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