-
Notifications
You must be signed in to change notification settings - Fork 1
/
Copy pathproblems.tex
50 lines (38 loc) · 1.39 KB
/
problems.tex
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
\documentclass{problems}
\addbibresource{problems.bib}
\input{img/pictures}
\title[Structural dynamics]{Problems in structural dynamics}
\author{J. Bonet, M. Masó\footnote{[email protected] | \href{https://github.com/miguelmaso/dynamics}{github.com/miguelmaso/dynamics}}, R. Chacón}
\entity{\href{https://camins.upc.edu/}{Barcelona School of Civil Engineering}}
\begin{document}
\maketitle
Take $E=\SI{200}{GPa}$ for steel and $E=\SI{14}{GPa}$ for concrete.
\section{Free vibration of single degree of freedom (SDOF) structures}
\input{include/frames_frequency}
\input{include/frames_modification}
\input{include/rayleigh_sdof}
\input{include/free_vibration}
\section{Forced vibration of SDOF structures}
\input{include/frame_ground_acceleration}
\input{include/helicopter_impulse}
\input{include/wind_gust_impulse}
\input{include/mass_released}
\input{include/moving_load}
\input{include/footfall_analysis}
\input{include/pneumatic_hammer}
\input{include/rail_bridge}
\input{include/ramp_force}
\input{include/infinitely_long_udl}
\section{Vibration of multiple degree of freedom (MDOF) structures}
\input{include/two_storey}
\input{include/two_storey_helicopter}
\input{include/three_storey}
\input{include/three_storey_earthquake}
\input{include/three_storey_regular}
\newpage
\section{Solutions}
\shipoutAnswer
\phantomsection
\addcontentsline{toc}{section}{References}
\printbibliography
\end{document}