Abstract

"ENGINEER", established in 1973 by The Institution of Engineers, is a Journal for dissemination of Engineering knowledge, published quarterly.Cover DescriptionCover images show a schematic diagram of a Pumped-Storage Hydroelectricity (PSH) facility and one of the promising sites for PSH in Sri Lanka. The latter image was obtained from the publicly available JICA report on “Development Planning on Optimal Power Generation for Peak Demand in Sri Lanka”. The Institution of Engineers, Sri Lanka acknowledges JICA for the image.If you are interested in contributing an Original Technical Paper based on research by the author(s) (intended for Section I) or an Original Article of Professional or Technical interest related to Engineering. (Section II) to this journal please go through the publication checklist which can be downloaded from here.

Highlights

  • Many construction projects are going on every where, but by day cost of construction material is rising rapidly

  • This paper presents pushover analysis procedure for determining the deformation behaviour of slip formed wall

  • The pin joint was implemented to move the rigid column freely, but several fixed joints were implemented for introducing restrain at the bottom of the wall panel. In this model, we can measure the seismic capacity of the wall panel consisting of one concrete column support

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Summary

Introduction

Many construction projects are going on every where, but by day cost of construction material is rising rapidly. In this model, we can measure the seismic capacity of the wall panel consisting of one concrete column support. Two pin joints were used at two places and several fixed joints were implemented for wall panel to improve the restrain at the bottom As a result, this model is representing the wall panel with one concrete column and one concrete beam support situation. Several fixed joints were implemented for the purpose described under the Figure 2 This model is representing the wall panel consisting of two concrete columns with a concrete beam. Having been applied different material proportions (given in Table 1), each model was studied when subjected to push over analysis

Analysis
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