homework_4_2005

homework_4_2005 - distances will have negligible effect at...

Info iconThis preview shows pages 1–2. Sign up to view the full content.

View Full Document Right Arrow Icon
Homework Set #4 Problem 1 Suppose that buses arrive at a terminal according to a Poisson Point Process with mean rate . Simulate the Poisson Point Process of bus arrivals over a period of 10,000 minutes using the procedure discussed in class i.e. simulate r o m the uniform distribution between 0 and 1, and calculate the interarrival times as min) 15 /( 1 = λ N Y ,..., 2 Y , 1 Y f ( i Y 1 ln 1 i T λ = ) . To validate this: (a) Plot a histogram of the interarrival time T and compare with the theoretical exponential distribution. (b) Plot the relative frequency of the number of buses in intervals of 20 minutes and compare with the theoretical Poisson probability distribution. Problem 2 Show that the function below is the PDF of R, the distance between the epicenter of an earthquake and the site of a dam, when the epicenter is equally likely to be at any location along a neighboring fault (see Figure 4.2). You may restrict your attention to a length of fault that is within a distance r A
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Background image of page 2
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: distances will have negligible effect at the site. o / R r r d , ) d r ( r = ) r ( f 2 1-2 2-2 A Sketch the function. A Site B r o r o d l /2 l /2 Fault 2 / A 2 / A Figure 4.2 1 m Problem 3 A dam is to be designed to safely retain the water in a reservoir. Let H be the maximum water level in the reservoir in a generic year, and F be the associated horizontal force acting on a 1 meter length of the dam. 10 m F H 6 m Figure 4.1 F is related to H as: 2 2 H 5 cH F = = where H is in meters, and F is in kN Suppose that H has uniform distribution between 6 and 10 meters, so that: = otherwise 0, 10 h 6 , 4 1 ) h ( f H (a) Find the CDF of F. (b) Assuming that water levels in different years are independent, plot the distribution of the maximum force in 20 years. (c) What practical conclusions on the design value of the horizontal force can you extract from the result in part (b)?...
View Full Document

This note was uploaded on 12/04/2011 for the course ESD 1.151 taught by Professor Danieleveneziano during the Spring '05 term at MIT.

Page1 / 2

homework_4_2005 - distances will have negligible effect at...

This preview shows document pages 1 - 2. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online