Abstract

There is a global trend for seismic response improvement of new buildings to reduce cost and future damage. It is also important to improve existing structures that are designed without consideration of seismic load or using old provisions that cannot meet the new one. The objective of this paper is to draw attention to evaluate existing reinforced concrete school buildings, then to present a proposed methodology to improve the behaviour of such schools with low cost especially in a developing country. The proposed method uses overhead water tanks as a tuned mass damper. A pushover analysis has been performed to evaluate the existing schools and perform a feasibility study to select the best solution to achieve seismic response improvement of the existing structure. Of course, the proposed methodology can be applied easily to other existing structures.

Highlights

  • Egypt is a developing country and many buildings are not designed to sustain lateral seismic loads

  • Seismic response evaluation has been done for existing school prototype building based on the current code for loads, and some vertical elements could not sustain seismic loads

  • Pushover analysis is performed as a tool to identify the best tank from 20 proposals for different mass ratios, water heights, tank dimensions and number of tanks

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Summary

Introduction

Egypt is a developing country and many buildings are not designed to sustain lateral seismic loads. There is no governmental interest to evaluate, upgrade buildings to sustain lateral loads or to check buildings with current Egyptian code for loads. (2016) Seismic Response Improvement of Existing Prototype School Buildings Using Water Tanks, Port Said City, Egypt. After 1992 Dahshour Earthquake, the Egyptian government has established the Governmental Authority for Educational Buildings (GAEB) and released Egyptian code for loads ECP 201-1993 [1]. GAEB has designed schools as prototypes based on the number of classes and the capacity of each class. GAEB does not have the authority to evaluate or upgrade of existing schools to sustain current lateral loads from ECP 201-2012 [2] that has been released and approved after ECP 201-1993

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