Seismic displacement capacity of ductile reinforced concrete building systems
نویسندگان
چکیده
منابع مشابه
Seismic Damage Analysis of Reinforced Concrete Building Considering Member Fracture
The Adaptively Shifted Integration (ASI) technique, which produces the highest computational efficiency in the finite element analyses of framed structures including static and dynamic collapse problems, is applied to the seismic damage analysis of a reinforced concrete building. By expressing member fracture by a plastic hinge located at the exact position with a simultaneous release of result...
متن کاملProbabilistic Seismic Evaluation of Reinforced Concrete Structural Components and Systems
An accurate evaluation of the structural performance of reinforced concrete structural systems under seismic loading requires a probabilistic approach due to uncertainties in structural properties and the ground motion (referred to as basic uncertainties). The objective of this study is to identify and rank significant sources of basic uncertainties and structural components with respect to the...
متن کاملSeismic Response of Reinforced Concrete Columns
There are a large number of reinforced concrete buildings in seismically active areas of the world that are not built in accordance with modern seismic design provisions such as those published by American Concrete Institution ([ACI] Committee 318, 2008). In the United States and other parts of the developed world, these buildings were constructed between 1930s to mid 1970s according to the bui...
متن کاملA simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings
Article history: Received 31 October 2008 Accepted 28 June 2009 Available online 6 August 2009
متن کاملSimulation of Nonlinear Seismic Response of Reinforced Concrete Structural Walls
In this study the performance of three macro-models in predicting the nonlinear response of different walls is investigated. The macro-models used are: Equivalent Beam Model, Multiple Vertical Line Element Model and a shear panel model developed by Massone et al. (2006). The walls are classified as slender, intermediate, and squat walls according to their shear-span ratio. First, three single w...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Bulletin of the New Zealand Society for Earthquake Engineering
سال: 2003
ISSN: 2324-1543,1174-9857
DOI: 10.5459/bnzsee.36.1.47-65