• Nebyly nalezeny žádné výsledky

REVIEWER’S FORM for thesis evaluation

N/A
N/A
Protected

Academic year: 2022

Podíl "REVIEWER’S FORM for thesis evaluation"

Copied!
2
0
0

Načítání.... (zobrazit plný text nyní)

Fulltext

(1)

REVIEWER’S FORM for thesis evaluation

1. Identification of the student Student: Jonathan Knudtsen

Thesis: COMPARISON OF MODELING APPROACHES TO ANALYSIS OF MASONRY ARCH BRIDGES

1st Institution: University of Padova

2nd Institution: Czech Technical University in Prague Academic year: 2016/2017

2. Identification of the reviewer

Name: Petr Řeřicha

Institution: Czech Technical University in Prague, faculty of Civil Engineeringl Position: Professor

3. Fulfillment of thesis goals

excellent * above aver. average  below aver.  weak 

Comments: The goals are pregnantly specified and consequently followed. In my opinion, more could not have been achieved in the time and with the resources available.

4. Academic/scientific/technical quality

excellent * above aver. average  below aver.  weak 

Comments: Hand solutions, Ring rigid blocks and two non-linear FEM packages are applied. This alone speaks on the quality and effort put in the thesis. The thesis deserves publication since the conclusions appear to be useful for the community of masonry bridges owners, engineers and designers.

5. Formal arrangement of the thesis and level of language

excellent * above aver. average  below aver.  weak 

Erasmus Mundus Programme

ADVANCED MASTERS IN STRUCTURAL ANALYSIS OF MONUMENTS AND HISTORICAL CONSTRUCTIONS 1

(2)

REVIEWER’S FORM for thesis evaluation

Comments:

6. Further comments

It is impressive in itself that two non-linear FEM models were set up and solved with two different packages. Highly heterogeneous structures like masonry bridges are famous for troubles in convergence. Observations in conclusions are accurate, the table of work hours for individual solutions si instructive. Author notes the importance of the service load limit for masonry bridges. In my opinion, this limit should be based on the long time deterioration of the barrel joints in reverse load conditions (permissible limit state, Melbourne et al., Bridge Engineering v.160, p.81-87)

7. Grade: __A ____________________

Use the following scale

A (excellent) B (very good) C (good) D (satisfactory) E (sufficient) F (fail)

Prague July 13, 2017

The Reviewer,

__Řeřicha_________________

_____

(type name of the reviewer)

Erasmus Mundus Programme

ADVANCED MASTERS IN STRUCTURAL ANALYSIS OF MONUMENTS AND HISTORICAL CONSTRUCTIONS 2

Odkazy

Související dokumenty

The resulting Hamiltonian contains constant terms (describing the interaction among particles in the condensate), terms that are quadratic in creation and annihilation

To get a macrocrack in a specimen at a stress level less than the plain fatigue limit of a material, some form of notch must be introduced into the specimen so that the effective

In my opinion, this work fulfills the criteria given for the bachelor's theses at Prague University of Economics and Business. Therefore, I recommend this thesis

In my opinion, this thesis is satisfactory result of intensive involvement of Tatiana Bibicheva during her MIFA study. Thesis should be useful for all who wish to learn about

This thesis aims to explore the effect that the implementation of Enterprise Resource Planning systems has on the five performance objectives of operations

SAP business ONE implementation: Bring the power of SAP enterprise resource planning to your small-to-midsize business (1st ed.).. Birmingham, U.K:

Figure 5 shows a comparative analysis of the lateral pressure results based on the limit equilibrium theory and the theoretical solution derived in this paper based on Equation

The long time limit of this transient process is readily accessible, and Theorem 5.7 follows by matching the long time behavior of all q-moments of the stationary dynamics Q (t)