Pressure–impulse (P–I) diagrams for reinforced concrete (RC) structures: a review

M Abedini, AA Mutalib, SN Raman, R Alipour… - … Methods in Engineering, 2019 - Springer
In recent years, many studies have been conducted by governmental and nongovernmental
organizations across the world attempt to better understand the effect of blast loads on …

Response‐based damage assessment of structures

A Ghobarah, H Abou‐Elfath… - … engineering & structural …, 1999 - Wiley Online Library
The structure's ability to survive an earthquake may be measured in terms of the expected
state of damage of the structure after the earthquake. Damage may be quantified by using …

[图书][B] Seismic performance of well-confined concrete bridge columns

DE Lehman - 1998 - search.proquest.com
There is a new focus in seismic design on the performance of reinforced concrete bridges. In
a performance-oriented environment, a bridge is designed to meet specified performance …

[图书][B] Simulation and damage models for performance assessment of reinforced concrete beam-column joints

A Altoontash - 2004 - search.proquest.com
Performance based earthquake Engineering requires robust analytical tools for obtaining
the structural response, damage assessment, as well as for performing reliability analysis …

Seismic damage assessment of reinforced concrete bridge columns

TH Kim, KM Lee, YS Chung, HM Shin - Engineering Structures, 2005 - Elsevier
This paper presents a nonlinear finite element analysis procedure for the seismic damage
assessment of reinforced concrete bridge columns. A computer program, named RCAHEST …

An ounce of prevention: probabilistic loss estimation for performance-based earthquake engineering

J Mitrani-Reiser - 2007 - thesis.library.caltech.edu
Performance-based earthquake engineering (PBEE) is a methodology that incorporates
desired performance levels into the design process. Performance in PBEE can be …

Selection of optimal vector-valued seismic intensity measures for fragility analysis of self-centering prestressed RC structures

Z Chen, X Sun, DC Feng, G Wu - Bulletin of Earthquake Engineering, 2024 - Springer
The ability of an intensity measure (IM) to accurately reflect the characteristics of ground
motions is of utmost importance for seismic fragility assessment. Traditional investigations …

Simplified progressive collapse simulation of RC frame–wall structures

Y Bao, SK Kunnath - Engineering Structures, 2010 - Elsevier
A macromodel-based approach to enable post-event progressive collapse analysis of
reinforced concrete (RC) frame–wall structures is investigated. A simplified shear wall model …

Hysteretic energy and damping capacity of flexural elements constructed with different concrete strengths

A Elmenshawi, T Brown - Engineering Structures, 2010 - Elsevier
In rigid frames, performance during major earthquakes requires plastic hinges to form at
beam-ends, and for them to have sufficient energy and damping capacity to accommodate …

Performance assessment of reinforced concrete bridge columns using a damage index

TH Kim, YJ Kim, HT Kang… - Canadian Journal of Civil …, 2007 - cdnsciencepub.com
A procedure is presented for assessment of the performance of reinforced concrete bridge
columns. Fourteen circular reinforced concrete bridge columns were tested under a constant …