Dynamic Properties of Fire Sprinklers. Master Thesis Defense For Jim Dillingham May 2002.

Slides:



Advertisements
Similar presentations
Simulation of Nonstructural Components
Advertisements

Mechanics Based Modeling of the Dynamic Response of Wood Frame Building By Ricardo Foschi, Frank Lam,Helmut Prion, Carlos Ventura Henry He and Felix Yao.
Lecture 33 - Design of Two-Way Floor Slab System
N.F.P.A. 13R Justin Bohlmann FIR-204.
Fire Sprinkler Earthquake Protection – Sway Bracing
Bike3.ppt1 H167 Hands-on Lab LAB 4: Stress and Strain.
Design of Beams Engineering Design vs. Analysis
Instrumented Moment Frame Steel Buildings Models Erol Kalkan, PhD California Geological Survey PEER-GMSM First Work Shop, Berkeley Oct
Simulation Waiting Line. 2 Introduction Definition (informal) A model is a simplified description of an entity (an object, a system of objects) such that.
General Physics 2Induction1 Q1 - Standing Waves Tension wave Wave on a string transverse Sound wave Longitudinal Air inside a tube Density of air above.
PHYS 218 sec Review Chap. 15 Mechanical Waves.
Fire.
2012 International Fire Code Adopted as the minimum fire safety standard by the State of Wyoming City of Sheridan must adopt the minimum standard to retain.
Integration of Hydronic Thermal Transport Systems with Fire Suppression Systems ASHRAE Winter Meeting 2001 WALTER M. JANUS, PE URS Corp., Washington, DC.
Foundations of Physics
Emma Crossman-University of Nevada, Reno PIs: Manos Maragakis, Ahmad Itani, and Gokhan Pekcan Mentor: Siyavash Soroushian Host Institution:
Technology and Hotel Security Hotel Mgmt. Hospitality Services R. McCann.
Multiplication Table Grid
Waves Physics H.
Engineering H192 - Computer Programming Gateway Engineering Education Coalition Lab 5P. 1Winter Quarter Stress and Strain Lab 5.
Warmup includes Tacoma Narrows Bridge Video. Warmup Turn in your homework: page 513 (1-9) Prepare for an extreme video on waves. Questions for warmup.
The 5th Tongji-UBC Symposium on Earthquake Engineering
Occupancy Classification Under NFPA 13 Examine the proposed facility and make recommendation on the Occupancy Classification Used to classify fuel loads.
Evaluating paleoseismic ground motions using dynamic back analysis of structural failures in archaeological sites Ronnie Kamai (1), Yossef Hatzor (1),
Chapter 11 Elasticity And Periodic Motion. Goals for Chapter 11 To follow periodic motion to a study of simple harmonic motion. To solve equations of.
Vibrations and Waves Chapter 12.
Static Pushover Analysis
Slinky Lab Purpose – To observe transverse and longitudinal waves and diagram the parts of both types.
Chapter 4 Lesson Goal After completing this lesson, the student shall be able to understand the effects of fire on common building materials and be able.
Introduction of Floor Vibration for Steel Structures ENCE710 – Advanced Steel Structures C. C. Fu, Ph.D., P.E. Department of Civil & Environmental Engineering.
ART 2640, Building Systems of Interior Environments Fall Semester 2014 Tuesdays & Thursdays 9:00-10:20 Grover Center W314 Matthew Ziff, Associate Professor.
Code Analysis. Identify the relevant codes  Local building code  Local accessibility code (or ADA)  Local fire code (or the NFPA)  Mechanical, electrical.
Chapter 11: Vibrations and Waves Periodic Motion – any repeated motion with regular time intervals.
Copyright © 2012 Pearson Education Inc. PowerPoint ® Lectures for University Physics, Thirteenth Edition – Hugh D. Young and Roger A. Freedman Lectures.
Term 2, 2011 Week 1. CONTENTS Problem-solving methodology Programming and scripting languages – Programming languages Programming languages – Scripting.
 In chapter 13 we went over:  Work › How work relates to force and distance Transfer and conservation of energy › Power  Now we will learn: › How forces.
Statistics lesson 1 examined in the summer Introduction to statistics The mean Finding the mean from a frequency table.
A PPLIED M ECHANICS Lecture 03 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
Design Development Code analysis Partition types.
Finite Element Solution of Fluid- Structure Interaction Problems Gordon C. Everstine Naval Surface Warfare Center, Carderock Div. Bethesda, Maryland
Multiplication Table Grid
+ EXPERIMENTAL INVESTIGATIONS An experimental investigation is one in which a control is identified. The variables are measured in an effort to gather.
Fire Resistance Rated Truss Assemblies Educational Overview.
1/31 Correlation and Error Localization Analytical versus Experimental Dynamics of a Large Structural Assembly Thesis presentation, Herman Marquart, 2013.
Holt Physics Chapter 12 Waves.
Building Construction
FAILURE MODE EFFECTIVE ANALYSIS. Introduction Failure Mode Effect Analysis is an analytical technique that goes in for combining Technology and Experience.
Which Wave Which Wave ? Mechanical wave motion requires a material MEDIUM. Ripple waves are formed by the VIBRATION of water molecules.
Process Safety Management Soft Skills Programme Nexus Alliance Ltd.
Simple Harmonic Motion
Low Damage Non-Structural Walls Based on Past PhD Research at UC
Why Know Building Construction
Multiplication table. x
NFPA 5000 Occupancy Classifications
By Arsalan Jamialahmadi
Waves and Sound Table of Contents What Are Waves? Properties of Waves
Poisons Ratio Poisons ratio = . w0 w Usually poisons ratio ranges from
GES SYSTEM THE IMPORTANCE OF GES SYSTEM IN BUILDING
​The consequences of poor installation  practices, and how these relate to the catastrophic failure of External Wall Insulation Systems Paul Valentine.
Assessment of Base-isolated CAP1400 Nuclear Island Design
Effect of Earthquake on Fire Protection Systems
Report 13 Shrieking rod 知物達理隊 劉富蘭克林 儲君宇 葉星佑 黃奕立 郭潔恩.
Firestopping and Fireproofing in Head of Wall Assemblies
How to write a lab report Lab reports include sub titles In the correct order. Some sub titles must be included. Title: Introduction: Purpose: Hypothesis:
Vibrations and Waves Chapter 12.
Example I: F.T. Integration Property
The First Free-Vibration Mode of a Heat Exchanger Lid
Objective- To use an equation to graph the
Chapter 2: System models
Section2 :Wave Properties Wave: disturbance that carries energy
Presentation transcript:

Dynamic Properties of Fire Sprinklers

Master Thesis Defense For Jim Dillingham May 2002

Introduction Purpose of Research:  Large Consequences to Fire Sprinkler Failures Project Description:  Construction of a Small Timber Building Model  Longitudinal and Transverse Test Axis when on the 3ft x 3ft Shake Table  Four Designs were Tested, 3 CPVC, and 1 Steel

Model Construction The model being built to fit on the 3’x3’ shake table

2 of the 6 Hold-Downs to Attach Model to the Shake Table

Model Drawings

Building Test Properties

More Photos

Sprinkler System Designs: Types of sprinkler systems considered  CPVC  Steel Recording Locations  Drops

CPVC Design 1

CPVC Design 2 And 3

Steel Design

Results Frequency Test Range 10 – 25 Hz Fundamental Frequencies Observed both Experimental and Analytical

CPVC Test Results Test with the largest amplification recorded (58x).

Steel Test Results Test with the largest amplification recorded (35x).

SAP2000 Results

CPVC Design 1 Longitudinal Mode Hz Longitudinal Mode Hz

CPVC Design 1 Transverse Mode 1 15 Hz Transverse Mode Hz Transverse Mode Hz

CPVC Design 2 Longitudinal Mode Hz Longitudinal Mode Hz

CPVC Design 2 Longitudinal Mode Hz Longitudinal Mode 4 39 Hz

CPVC Design 2 Transverse Mode Hz Transverse Mode Hz

CPVC Design 2 Transverse Mode Hz Transverse Mode Hz

CPVC Design 3 Longitudinal Mode Hz Longitudinal Mode Hz Longitudinal Mode Hz

CPVC Design 3 Transverse Mode Hz Transverse Mode Hz Transverse Mode 1 15 Hz

Steel Design Longitudinal Mode Hz Longitudinal Mode Hz

Steel Design Transverse Mode Hz Transverse Mode Hz

Test Video

Conclusions  No Failures Occurred  High levels of Accelerations were Recorded.  CPVC is extremely Flexible Modulus of Elasticity = 420,000 psi  Accelerations in the Sprinkler System were Amplified over the Base Input

 Securely Fixed Sprinkler Systems Respond to Buildings Fundamental Frequencies  NFPA Current Design Code Protects Systems from Dynamic Failures

Potential For Future Research  Larger more complicated sprinkler systems can be tested to witness shaking effects in different sized components.  A model with multiple floors could test how flexible couplings react to inter-story drift.  In a room-size model multiple interior objects can be studied to observe the interaction to a dynamic sprinkler system. Potential items are gypsum board, dropped ceiling grids, mechanical equipment, etc.

THE END