STATISTICAL RESEARCH OF DAMAGED REINFORCED CONCRETE BUILDINGS IN THE 1985 MEXICO CITY EARTHQUAKE
نویسندگان
چکیده
منابع مشابه
Earthquake Resistant Design of Reinforced Concrete Buildings
This paper briefly reviews the development of earthquake resistant design of buildings. The state-of-the-art of seismic design is discussed from the viewpoint of the performance criteria of buildings. These are (a) serviceability from frequent minor-intensity earthquake motions, (b) repairability from an infrequent but major-intensity earthquake motion, and (c) life safety from the maximum poss...
متن کاملInformation modeling of earthquake-damaged reinforced concrete structures
Accurate and reliable information about buildings can greatly improve post-earthquake responses, such as search and rescue, repair and recovery. Building Information Modeling (BIM), rapid scanning and other assessment technologies offer the opportunity not only to retrieve as-built information but also to compile as-damaged models. This research proposes an information model to facilitate the d...
متن کاملEarthquake Pounding Effect on Adjacent Reinforced Concrete Buildings
During earthquakes, pounding of adjacent buildings occurs due to their different dynamic characteristics as well as insufficient separation distance between them. Although earthquake loading is commonly considered in structural design, pounding of adjacent buildings is not usually considered and usually causes highly unexpected damages and failures. Pounding effect was numerically investigated ...
متن کاملEarthquake Loss Estimation for Reinforced Concrete Buildings: Some Problems
Capacity spectrum procedures developed for the assessment and strengthening of existing buildings have become the basis of methods for estimating potential post-earthquake losses which are today widely used in the insurance industry, and for urban risk mitigation programmes. The areas to which these methods are applied often contain (or largely consist of) reinforced concrete apartment building...
متن کاملDamage Assessment of Reinforced Concrete Buildings Considering Irregularities (RESEARCH NOTE)
Structural damage can be controlled in performance based seismic design (PBSD) according to the requirement under a certain hazard level. During strong ground motion (GM) such buildings suffer minor to major damages depending on the shaking level of GM. The available damage assessment methods are complex, tedious and time-consuming procedure. In the present study, a simplified empirical model h...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 1989
ISSN: 0910-8025,2433-0000
DOI: 10.3130/aijsx.398.0_13