Non-linear static pushover analysis: the case of the levels phase-1.

Date

10-2012

Degree

Bachelor of Science in Civil Engineering

College

College of Engineering and Agro-Industrial Technology (CEAT)

Adviser/Committee Chair

Maranan , Ginghis B.

Committee Member

Zafra, Richelle G.

Abstract

Non-Linear Static Pushover Analysis is one of the modern procedures used in the assessment of existing structure’s performance during an earthquake and as well as in designing new structures. This study performed Non-Linear Static Pushover Analysis in one Frame of the Anaheim Tower of the Levels – Phase 1 project. The procedure was based on the Federal Emergency Management Agency document 273 (FEMA 273). In the study, two performance levels were considered which are Life Safety at 10% probability of occurrence in 50 years seismic event and Collapse Prevention at 2% probability of occurrence in 50 years seismic event. Response spectrum of the site was also developed to compute for the target displacement of Frame 11A of the Anaheim Tower which are 0.6231m and 0.6398 m for 2% and 10% Hazard Level, respectively. Members that reached its elastic limits were also determined and retrofitting of these members can be done.

Language

English

Location

UPLB College of Engineering and Agro-Industrial Technology

Call Number

Thesis

Document Type

Thesis

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