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% Please add the following required packages to your document preamble:
% \usepackage{multirow}
\begin{table}[]
\centering
\caption{Examples of \qsvs{} and \qpqs{} relationships used in past physics-base simulations}
\label{tab:QsVstable}
\renewcommand{\arraystretch}{0.75}
\resizebox{\textwidth}{!}{%
\begin{tabular}{lccccccc}
\textbf{Publication} & \textbf{Simulation} & \textbf{\vsmin{}} & \textbf{\fmax{}} & \multicolumn{3}{c}{\textbf{\qs{}=g(\vs{})}} &\textbf{\qp{}=h(\qs{})} \\
& & \textbf{(m/s) } & \textbf{(Hz)} & \multicolumn{3}{c}{\textbf{($V_{S}$ in km/s, depth $z$ in km)}} & \\ \hline
\citet{Olsen_2003_BSSA} & 1994 Northridge & \multirow{2}{*}{500} & \multirow{2}{*}{0.5} & 20\vs{} & & \vs{}$< 1.5$ & \multirow{2}{*}{1.5\qs{}} \\
\citet{Olsen_2008_BSSA} & TeraShake$$ & & & 100\vs{} & & \vs{} $\geq 1.5$ & \\\hline
\citet{Olsen_2009_GRL} & ShakeOut & \multirow{3}{*}{500} & \multirow{3}{*}{0.5} & \multicolumn{3}{c}{\multirow{4}{*}{50\vs{}}} & \multirow{4}{*}{2\qs{}} \\
\citet{Bielak_2010_GJI}$^{FD}$ & ShakeOut & & & \multicolumn{3}{c}{} & \\
\citet{Graves_2011_PAG} & CyberShake & & & \multicolumn{3}{c}{} & \\ \cline{3-4}
\citet{Cui_2010_Proc} & M8 & 400 & 2.0 & \multicolumn{3}{c}{} & \\ \hline
\multirow{2}{*}{\citet{Komatitsch_2004_BSSA}} & 2001 Hollywood & \multirow{2}{*}{670} & \multirow{2}{*}{0.5} & 90 & & Sediments & \multirow{2}{*}{$\infty$} \\
& 2002 Yorba Linda & & & $\infty$ & & Bedrock & \\ \hline
\citet{Taborda_2006}$^\mathsection$ & TeraShake & 300 & 1.0 & \multicolumn{3}{c}{\multirow{3}{*}{50\vs{}}} & \\
\citet{Taborda_2007} $^\mathsection$ & ShakeOut & 200 & 1.0 & \multicolumn{3}{c}{} & \\
\citet{Bielak_2010_GJI}$^{FE,}$$^\mathsection$ & ShakeOut & 500 & 0.5 & \multicolumn{3}{c}{} & \\ \hline
\citet{Graves_2008_BSSA} & 2001 Big Bear & 250 & 1.0 & \multicolumn{3}{c}{60\vs{}} & \\ \cline{5-7}
\multirow{3}{*}{\citet{Aagaard_2008_BSSA}} & \multirow{3}{*}{1989 Loma Prieta} & \multirow{3}{*}{330-760} & \multirow{3}{*}{0.5-1.0} & $50V_{S}$ & & $V_{S}< 0.9$ & \multirow{6}{*}{$2$\qs{}} \\
& & & & $60 V_{S}^{1.5}$ & & $0.9 \leq V_{S}<3.4$ & \\
& & & & $500$ & & $3.4 \geq V_{S}$ & \\ \cline{5-7}
\multirow{3}{*}{\citet{Brocher_2008_BSSA}$^\mathparagraph$} & & & & 13 & & $V_{S}<0.3$ & \\
& & & & $-16+104.13V_{S}$ & & \multirow{2}{*}{$0.3\leq V_{S} < 5.0$} & \\
& & & & $-25.225{V_{S}}^2+8.2184{V_{S}}^3$ & & & \\ \hline
\citet{Chaljub_2010_BSSA}$^\dagger$ & 2003 Lancey, and & \multirow{2}{*}{300} & \multirow{2}{*}{2.0} & 50 & & $z<1$ & $3/4(V_{P}/V_{S})^2Q_{S}$ \\
& Event S1 & & & $\infty$ & & $z\geq1$ & $\infty$ \\ \hline
\citet{Taborda_2013_BSSA} & \multirow{2}{*}{2008 Chino Hills} & \multirow{2}{*}{200} & \multirow{2}{*}{4.0} & \multicolumn{3}{c}{\multirow{3}{*}{\begin{tabular}[c]{@{}c@{}}$10.5 - 16V_{S} + 153 V_{S}^2-103V_{S}^3$\\ $+ 34.7V_{S}^4-5.29*V_{S}^5+0.31V_{S}^6$\end{tabular}}} & \multirow{3}{*}{$3/4(V_{P}/V_{S})^2Q_{S}$} \\
\citet{Taborda_2014_BSSA} & & & & \multicolumn{3}{c}{} & \\ \cline{1-4}
\citet{Taborda_2016_GJI} & 30 earthquakes & 200 & 1.0 & \multicolumn{3}{c}{} & \\ \hline
\citet{Withers_2015_BSSA}$^\ddagger$ & 2008 Chino Hills & 200 & 4.0 & \multicolumn{3}{c}{$100V_{S}$} & $2$\qs{} \\ \hline
\multicolumn{4}{l}{$*$ Denotes scenario events} & \multicolumn{4}{l}{$\dagger$ Simulations for Grenoble Valley, France} \\
\multicolumn{4}{l}{$\mathsection$ Rayleigh damping instead of a visco-elastic model} & \multicolumn{4}{l}{$^{FE}$ Finite-element simulation results therein} \\
\multicolumn{4}{l}{$\mathparagraph$ Empirical relations (no simulation) for Northern California} & \multicolumn{4}{l}{$^{FD}$ Finite-difference simulation results therein} \\
\multicolumn{4}{l}{$\ddagger$ Frequency independent part of $Q$} & \multicolumn{4}{l}{}
\end{tabular}}
\end{table}