TECHNO-ECONOMIC ANALYSIS IN A SUPERSTRUCTURE OF A MULTIPLE FLOORS BUILDING (THREE, FIVE, SEVEN AND NINE FLOORS) IN REINFORCED CONCRETE AND RIBBED SLABS WITH RECTANGULAR FORM AND DIFFERENT COMPRESSIVE STRENGTH VALUES

Adapting “fck" values between 25 MPa to 40 MPa, in three, five, seven and nine floor buildings for places under winds of up to 30 m/s, this research calculated the cost and inputs of these variations. The results have as a goal to improve multiple floors building design in reinforced concrete a...

Full description

Bibliographic Details
Main Authors: E. F. S. Moraes, S. F. S. Moraes, M. J. Hillesheim
Format: Article
Language:English
Published: Universidade Federal de Rondonópolis 2017-12-01
Series:Scientific Electronic Archives
Subjects:
Online Access:http://www.seasinop.com.br/revista/index.php?journal=SEA&page=article&op=view&path%5B%5D=366&path%5B%5D=pdf