contributor author | Eliya | |
contributor author | Henin | |
contributor author | George | |
contributor author | Morcous | |
contributor author | Maher K. | |
contributor author | Tadros | |
date accessioned | 2017-05-08T21:58:24Z | |
date available | 2017-05-08T21:58:24Z | |
date copyright | May 2013 | |
date issued | 2013 | |
identifier other | %28asce%29sc%2E1943-5576%2E0000181.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67823 | |
description abstract | It is a key economic criterion for multistory residential and office buildings to have a shallow floor that minimizes floor height and saves in the cost of architectural, mechanical, and electrical systems. This paper presents the development of a new precast concrete floor system that eliminates the need for column corbels and beam ledges while being shallow. The proposed system can achieve a span-to-depth ratio of 30 and flat soffit while being consistent with prevailing erection techniques. The proposed system consists of continuous precast columns, prestressed rectangular beams, hollow-core (HC) planks, and cast-in-place composite topping. The paper presents the construction sequence of the new system and focuses on testing HC-beam connections without ledges in a full-scale specimen. Testing results indicate that a 30-cm-deep flat soffit precast floor system has adequate capacity to carry gravity loads (including 488 kg/m | |
publisher | American Society of Civil Engineers | |
title | Shallow Flat Soffit Precast Concrete Floor System | |
type | Journal Paper | |
journal volume | 18 | |
journal issue | 2 | |
journal title | Practice Periodical on Structural Design and Construction | |
identifier doi | 10.1061/(ASCE)SC.1943-5576.0000135 | |
tree | Practice Periodical on Structural Design and Construction:;2013:;Volume ( 018 ):;issue: 002 | |
contenttype | Fulltext | |