对推覆体模型，文中进行了脉冲响应测试；
We also present the impulse response of the overthrust model.
苏盖特构造带位于新疆昆仑山弧形推覆体前缘。
The Sugaite structural belt in west Xinjiang was located at the front of arcuate nappe outliers of the Kunlun Mountains.
现今礁体部分暴露于地表，部分被推覆体或上覆地层覆盖。
The other part of the reefs might be covered by thrust blocks and overlying strata.
逆冲推覆体由根带、主逆冲带和逆冲传播前缘带三部分组成。
The thrust nappe is assembled by root zone, major thrust zone and thrust front.
该推覆体由数条撕裂断层分为几个叠瓦体，各有不同的形态、结构特征。
This nappe group is divided into several imbricates by several tear faults, each of which has different features with respect to its shape and structure.
逆冲推覆构造由推覆体系、前缘带、前缘外带和原地岩体四部分组成的。
The over thrust nappe consists of four parts: nappe system, front zone, outer front zone and autochthon.
推覆体侧缘发育了与边界断层平行的侧断坡、斜断坡次级断层相关褶皱背斜；
On the lateral border of the nappe, lateral and oblique fault-slope secondary fault-related folded anticlines parallel to boundary faults were developed.
对主干逆冲断裂带及其间的逆冲推覆体带、逆冲席带和低应变区的特征进行了详细描述。
The main thrust-slip fault belts and the nappe structure zones, thrust sheets and low strain regions lying in between the main thrust-slip fault belts are described in detail.
在推覆体之下有明显的重力正异常，可能存在多类型的隐伏圈闭，是勘探油气的有利目标。
There is an obvious gravity positive abnormality under the nappe and it is possible that there are various types of hi...
从胡家营的推覆构造可推知汉南地块东南缘北东向构造带，应属于中生代以来所形成的推覆体构造。
It is supposed that the NE structural belt along southeast margin of Hannan Massif belongs to the nappe formed after Mesozoic Era in terms of Hujiaying nappe.
本文将克-夏推覆体的现有资料进行模式化机制分析，利用这种分析对克拉玛依至夏子街地区的石油勘探将会起到应有作用。
This paper deals with the study of the mechanism of formation of the nappe at Klamayi and Xiazijie in an attempt to shed some light on the oil possibilities of the region.
本文用被动顶板双重构造模式来解释该推覆体群的运动学模式，并据该区的地质特征对经典的被动顶板双重构造模式进行了补充。
The authors explain its kinematic model with the passive roof duplex and enrich the classical passive roof duplex according to the geological features of this area.
本文在梁柱单元、单片墙单元的基础上提出了一种筒体墙单元，并将此单元应用于高层混凝土结构推覆分析中。
In this paper, based on beam-column element and single slice wall, a tube wall element is proposed, and is applied to push-over analysis for tall concrete structures.
本文在梁柱单元、单片墙单元的基础上提出了一种筒体墙单元，并将此单元应用于高层混凝土结构推覆分析中。
In this paper, based on beam-column element and single slice wall, a tube wall element is proposed, and is applied to push-over analysis for tall concrete structures.
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