提出了一个经验公式，大大简化了预应力混凝土构件长期反拱的精确计算工作。
An empirical formula, which greatly simplifies the calculation for long-term camber of prestressed concrete members was presented.
该带在形成过程中经历了块断抬斜、重力滑动、反拖牵引、盐岩拱升等多种形式的构造变动。
The central uplift belt underwent a series of structural evolution:fault block tilting, gravity slumping, inverse drag, rock salt uplifting and so on.
该带在形成过程中经历了块断抬斜、重力滑动、反拖牵引、盐岩拱升等多种形式的构造变动。
The central uplift belt underwent a series of structural evolution:fault block tilting, gravity slumping, inverse drag, rock salt uplifting and so on.
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