H Wibowo, DT Lau - Civil Engineering Dimension, 2009 - ced.petra.ac.id
Progressive collapse is a catastrophic structural phenomenon that can occur because of human-made and natural hazards. In progressive collapse mechanism, a single local failure …
R Villaverde - Journal of Structural Engineering, 2007 - ascelibrary.org
The collapses of building structures during recent earthquakes have raised many questions regarding the adequacy of current seismic provisions to prevent a partial or total collapse …
Global collapse in earthquake engineering refers to the inability of a structural system to sustain gravity loads in the presence of seismic effects. This research proposes a …
E Miranda, L Eads, H Davalos… - Proceedings of the 16th …, 2017 - infoscience.epfl.ch
Avoidance of collapse is the most important objective in earthquake resistant design, but assessing the probability of collapse of a structure during an earthquake is technically …
A Liel, H Tuwair - Structures Congress 2010: 19th Analysis and …, 2010 - ascelibrary.org
This paper proposes an alternative algorithm for estimating structural resistance to earthquake-induced collapse. The method utilizes nonlinear static (pushover) analysis to …
AB Liel, CB Haselton - … 2009: Lifeline Earthquake Engineering in a …, 2009 - ascelibrary.org
Due to recent advancements in performance-based earthquake engineering methods, in modeling of complex nonlinear structural behavior, and in characterization of earthquake …
L Eads, E Miranda, H Krawinkler… - … & Structural Dynamics, 2013 - Wiley Online Library
Assessing the probability of collapse is a computationally demanding component of performance‐based earthquake engineering. This paper examines various aspects involved …
F Zareian, H Krawinkler, L Ibarra… - The Structural Design of …, 2010 - Wiley Online Library
This paper summarizes collapse performance measures and the probabilistic basis for their development to assist in understanding of collapse behaviour of buildings and …
C Jäger, C Adam - Journal of Earthquake Engineering, 2013 - Taylor & Francis
In the present article, the impact of both near fault ground motions and a finite ductility threshold on the collapse capacity is studied. Single-degree-of-freedom systems with non …