方程式条件前后有很大空间

方程式条件前后有很大空间

我不明白这里的代码。我可以在哪里更改空格选项?此外,在条件的右侧,我无法在文本之间添加“空格”。

\documentclass[
    pdftex,
    12pt,
    a4paper,
    chapterprefix,
    headinclude,
    %headsepline,
    %footsepline,
    colordvi,
    twoside,
    parskip=half,
    final,
    appendixprefix,
    pointlessnumbers,
    tablecaptionabove,
    %emulatestandardclasses,
    BCOR=12mm,
    DIV=16, 
    bibliography=totocnumbered,
    listof=totocnumbered,
    %listof=totoc,
    listof=entryprefix,
    toc=sectionentrywithdots]{scrbook}

\usepackage[utf8x]{inputenc}
\usepackage[intlimits]{amsmath}     % place the subscripts and superscripts in the right position
\usepackage{amsfonts}               % additional fonts like \mathbb, \mathfrak
\usepackage{amssymb}                % additional symbols



\newenvironment{conditions}
  {\par\vspace{\abovedisplayskip}\noindent
   \tabularx{\columnwidth}{>{$}l<{$} @{${}={}$} >{\raggedright\arraybackslash}X}}
  {\endtabularx\par\vspace{\belowdisplayskip}}

\begin{document}

\section{Forced vibration of Single Degree of Freedom System with damping}
The complementary solution of equation is the free vibration response given by
\begin{equation}
    u_{c}(t) = e^{−\zeta\omega_{n} t} \left(A cos \omega_{D}t + B sin\omega_{D} t\right)
\end{equation}

\begin{align*}
\text{where:}\quad 
m &= mass\\
k &= stiffness\\
c &= damping coefficient\\
\zeta &= damping ratio\\
u &= displacement\\
\dot{u} &= velocity\\
\ddot{u} &= acceleration\\
\omega_{D} &= \omega_{n}\sqrt{1-\zeta^2}\\
A &= u_{0}\\
B &= \frac{\dot{u_{0}} + \zeta\omega_{n} u_{0}}{\omega_{D}}\\
\end{align*}

\subsection{Forced vibration of Single Degree of Freedom }





\end{document}

代码回应我,

     where: c = dampingcoefficient
            ζ = dampingratio

答案1

我可能会这么做:

(我清理了很多对于这个 MWE 来说不必要的东西,不是用 UTF8 字符作为减号而不是 ascii 连字符)

\documentclass{scrbook}

\usepackage[utf8]{inputenc}
\usepackage[intlimits]{amsmath}     % place the subscripts and superscripts in the right position
\usepackage{amssymb}                % additional symbols

\begin{document}

\section{Forced vibration of Single Degree of Freedom System with damping}
The complementary solution of equation is the free vibration response given by
\begin{align}
  u_{c}(t) &= e^{-\zeta\omega_{n} t} (A \cos \omega_{D}t + B
  \sin\omega_{D} t)
  \\
  \nonumber
  \begin{split}
    \text{where:}\quad 
    m &= \text{mass}\\
    k &= \text{stiffness}\\
    c &= \text{damping coefficient}\\
    \zeta &= \text{damping ratio}\\
    u &= \text{displacement}\\
    \dot{u} &= \text{velocity}\\
    \ddot{u} &= \text{acceleration}\\
    \omega_{D} &= \omega_{n}\sqrt{1-\zeta^2}\\
    A &= u_{0}\\
    B &= \frac{\dot{u_{0}} + \zeta\omega_{n} u_{0}}{\omega_{D}}
  \end{split}
\end{align}

\subsection{Forced vibration of Single Degree of Freedom }





\end{document}

在此处输入图片描述

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