SEISMIC PERFORMANCE EVALUATION OF EXISTING WALL TYPE PRECAST REINFORCED CONCRETE RESIDENTIAL BUILDINGS CONSIDERING THEIR FOUNDATIONS
نویسندگان
چکیده
منابع مشابه
Influence of Infill Panels and their Distribution on Seismic Behavior of Existing Reinforced Concrete Buildings
Infills can highly influence the seismic response of a Reinforced Concrete (RC) building: generally speaking, their presence leads to an increase in global stiffness and strength, but their brittle behavior can result in an increase of displacement demand if a certain threshold of seismic intensity is overcome. Moreover, presence of infills often leads to a change in the collapse mechanism comp...
متن کاملSeismic Performance of Steel Plate-Reinforced Concrete Composite Shear Wall
In tall buildings the reinforced concrete (RC) shear wall is one of the predominant structural components used to resist lateral loads induced by earthquakes around the world. Previous research demonstrated that shear walls displayed a sudden loss in lateral capacity due to the wall corner and web crushing in the plastic zone. In addition, it was found that large shear distortions in shear wall...
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 کاملSeismic Design Considerations for Precast Concrete Shear Wall Connections
The performance of precast shear wall panel structures subjected to earthquakes relies on the behaviour and integrity of the connections between the panels. The current lack of knowledge on the seismic behaviour of precast wall connections limits the use of such systems in earthquake areas. This paper presents results of an extensive experimental program undertaken at the University of Manitoba...
متن کاملDamage-Based Seismic Performance Evaluation of Reinforced Concrete Frames
A damage-based approach for the performance-based seismic assessment of reinforced concrete frame structures is proposed. A new methodology for structural damage assessment is developed that utilizes response information at the material level in each section fiber. The concept of the damage evolution is analyzed at the section level and the computed damage is calibrated with observed experiment...
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: AIJ Journal of Technology and Design
سال: 2016
ISSN: 1341-9463,1881-8188
DOI: 10.3130/aijt.22.977