EVALUATION OF DYNAMIC BEHAVIOR OF WAFFLE SLAB TO GYM CENTER
Abstract
IN BRAZIL, THE USE OF REINFORCED CONCRETE WAFFLE SLAB IN MULTI-STORY BUILDINGS IS WIDESPREAD NOWADAYS. THESE BUILDINGS ARE PROJECTED FOR DIFFERENT PURPOSES SUCH AS FITNESS CENTERS, SUPERMARKETS, PARKING GARAGES, OFFICES AND RESIDENTIAL UNITS. SIMPLE ACTIVITIES AS WALKING, SKIPPING AND JUMPING CAN GENERATE VIBRATIONS IN THESE SLABS. VIBRATIONS CAN CAUSE INCONVENIENCE IN PERSONS, QUESTIONS ABOUT STRUCTURE´S SAFETY, AND COLLAPSE RISK THAT IT IS DETERMINED BY INTENSITY OF VIBRATIONS. THE OBJECTIVE OF THIS PAPER IS EVALUATING THE BEHAVIOR OF REINFORCED CONCRETE WAFFLE SLABS DUE TO THE HUMAN RHYTHMIC ACTIVITIES. SLABS ARE MODELED BY FINITE ELEMENTS METHOD USING THE SAP2000 PROGRAM. THE RESULTS ARE VERIFIED ACCORDING TO BRAZILIAN AND INTERNATIONAL CODES. THE WAFFLE SLABS ARE SUBMITTED TO HIGH-LEVELS OF ACCELERATION AND VELOCITY GENERATING DISCOMFORT IN USERS.
 
Downloads
Published
Issue
Section
License
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License [CC BY] that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).