全文获取类型
收费全文 | 3437篇 |
免费 | 524篇 |
国内免费 | 360篇 |
专业分类
测绘学 | 823篇 |
大气科学 | 185篇 |
地球物理 | 1123篇 |
地质学 | 1277篇 |
海洋学 | 458篇 |
天文学 | 32篇 |
综合类 | 197篇 |
自然地理 | 226篇 |
出版年
2024年 | 6篇 |
2023年 | 21篇 |
2022年 | 68篇 |
2021年 | 87篇 |
2020年 | 108篇 |
2019年 | 145篇 |
2018年 | 106篇 |
2017年 | 163篇 |
2016年 | 128篇 |
2015年 | 134篇 |
2014年 | 178篇 |
2013年 | 232篇 |
2012年 | 223篇 |
2011年 | 252篇 |
2010年 | 172篇 |
2009年 | 228篇 |
2008年 | 240篇 |
2007年 | 235篇 |
2006年 | 242篇 |
2005年 | 190篇 |
2004年 | 176篇 |
2003年 | 163篇 |
2002年 | 106篇 |
2001年 | 104篇 |
2000年 | 108篇 |
1999年 | 86篇 |
1998年 | 61篇 |
1997年 | 66篇 |
1996年 | 63篇 |
1995年 | 41篇 |
1994年 | 46篇 |
1993年 | 29篇 |
1992年 | 24篇 |
1991年 | 13篇 |
1990年 | 19篇 |
1989年 | 16篇 |
1988年 | 10篇 |
1987年 | 4篇 |
1986年 | 10篇 |
1985年 | 4篇 |
1984年 | 7篇 |
1983年 | 3篇 |
1982年 | 1篇 |
1981年 | 1篇 |
1980年 | 1篇 |
1978年 | 1篇 |
排序方式: 共有4321条查询结果,搜索用时 187 毫秒
511.
Optimum design and application of non‐traditional tuned mass damper toward seismic response control with experimental test verification
下载免费PDF全文
![点击此处可从《地震工程与结构动力学》网站下载免费的PDF全文](/ch/ext_images/free.gif)
A variant type of tuned mass damper (TMD) termed as ‘non‐traditional TMD (NTTMD)’ is recently proposed. Mainly focusing on the employment of TMD for seismic response control, especially for base‐isolated or high‐rise structures, this paper aims to derive design formulae of NTTMDs based on two methodologies with different targets. One is the fixed points theory with the performance index set as the maximum magnitude of the frequency response function of the relative displacement of the primary structure with respect to the ground acceleration, and the other is the stability maximization criterion (SMC) to make the free vibration of the primary structure decay in the minimum duration. Such optimally designed NTTMDs are compared with traditional TMDs by conducting both numerical simulations and experiments. The optimum‐designed NTTMDs are demonstrated to be more effective than the optimum‐designed traditional TMDs, with smaller stroke length required. In particular, the effectiveness of the TMDs combined with a base‐isolated structure is investigated by small‐scale model experimental tests subjected to a time scaled long period impulsive excitation, and it is demonstrated that the SMC‐based NTTMD can suppress structural free vibration responses in the minimum duration and requires much smaller accommodation space. Additionally, a small‐scale shaking table experiment on a high‐rise bending model attached with a SMC‐based NTTMD is conducted. This study indicates that NTTMD has a high potential to apply to seismic response control or retrofit of structures such as base‐isolated or central column‐integrated high‐rise structures even if only a limited space is available for accommodating TMDs. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
512.
三峡工程运行期间引发大量库区滑坡地质灾害,由于库区水位及降雨等联合影响,使得牵引式滑坡在库区滑坡中占有相当的比例。通过对库区牵引式滑坡形成机制研究,根据变形破坏模式,把牵引式滑坡分为牵引区(初始滑动区)和被牵引区,分析牵引式滑坡在演化过程中牵引区滑体与被牵引区滑体之间的相互依存关系,针对其相互作用力学特征建立合理的物理和数学力学计算模型,初步推导牵引式滑坡推力计算公式,为抗滑桩设计提供合理的设计推力。以三峡库区朱家店牵引式滑坡为例,在确定被牵引区滑体对牵引区滑体存在推力作用情况下,通过推力计算表明,推导出的公式计算得到牵引区滑体的设计推力比单独计算牵引区滑体设计推力更大,相比将牵引区滑体和被牵引区滑体视为整体计算设计推力更小,说明此方法计算的推力用于抗滑结构设计可以达到既安全又经济的效果,为牵引式滑坡治理设计提供新的思路。 相似文献
513.
The self‐centering rocking steel frame is a seismic force resisting system in which a gap is allowed to form between a concentrically braced steel frame and the foundation. Downward vertical force applied to the rocking frame by post‐tensioning acts to close the uplifting gap and thus produces a restoring force. A key feature of the system is replaceable energy‐dissipating devices that act as structural fuses by producing high initial system stiffness and then yielding to dissipate energy from the input loading and protect the remaining portions of the structure from damage. In this research, a series of large‐scale hybrid simulation tests were performed to investigate the seismic performance of the self‐centering rocking steel frame and in particular, the ability of the controlled rocking system to self‐center the entire building. The hybrid simulation experiments were conducted in conjunction with computational modules, one that simulated the destabilizing P‐Δ effect and another module that simulated the hysteretic behavior of the rest of the building including simple composite steel/concrete shear beam‐to‐column connections and partition walls. These tests complement a series of quasi‐static cyclic and dynamic shake table tests that have been conducted on this system in prior work. The hybrid simulation tests validated the expected seismic performance as the system was subjected to ground motions in excess of the maximum considered earthquake, produced virtually no residual drift after every ground motion, did not produce inelasticity in the steel frame or post‐tensioning, and concentrated the inelasticity in fuse elements that were easily replaced. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
514.
Seismic design and testing of the bottom vertical boundary elements in steel plate shear walls. Part 1: design methodology
下载免费PDF全文
![点击此处可从《地震工程与结构动力学》网站下载免费的PDF全文](/ch/ext_images/free.gif)
This research investigates the seismic design method and the cyclic inelastic behavior of the bottom column, also called the vertical boundary element (VBE), in steel plate shear walls (SPSWs). This study consists of two parts. This Part 1 paper discusses the anticipated pushover responses for properly designed SPSWs and the possible inelastic responses of the bottom VBE at various levels of inter‐story drift. Considering both the tension field action of the infill panel and the sway action of the boundary frame, this study develops a simplified method to compute the flexural and shear demands in the bottom VBE. Based on the superposition method, this approach considers various plastic hinge forming locations at different levels of inter‐story drift. One of the key performance‐based design objectives is to ensure that the top ends of the bottom VBEs remain elastic when the SPSWs are subjected to the maximum considered earthquake. This paper presents the comprehensive design procedures for the bottom VBE. Furthermore, this study conducted cyclic performance evaluation tests of three full‐scale two‐story SPSWs at the Taiwan National Center for Research on Earthquake Engineering in 2011 to validate the effectiveness of the proposed design methods. The experimental program, cyclic inelastic responses of the SPSWs and bottom VBEs, and numerical simulations are presented in Part 2. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
515.
516.
517.
518.
青藏公路长期研究表明,青藏高原多年冻土公路工程空间效应敏感,主要表现为公路空间效应直接改变下伏冻土地基的天然能量平衡状态,继而引发一系列工程病害. 针对这一工程问题,提出多年冻土地区公路能量平衡设计理论,研究公路工程建设引发的多年冻土地基能量变化状态,平衡自然环境变化和工程建设等导致的外界“有害”能量导入与工程处置措施对冻土地基中“有害”能量导出之间相互关系,从空间和时间两个维度分析多年冻土地区公路工程的能量平衡过程. 据此,作为多年冻土公路工程的设计依据,将为青藏高原高速公路的科学设计提供理论支持. 相似文献
519.
为研究让压锚索在边坡支护中的自身让压特性,获取让压实测资料,以江西洪屏电站高边坡为工程背景,结合图强工程材料有限公司研发的新型让压锚索,针对不同锚索长度、自由段长度等各种工况进行了现场试验,试验表明:在让压锚索张拉过程中,部分锚索出现了让压滑移现象,让压效果显著;但让压时,长锚索孔口张拉力与设计基础让压力相差很大,说明锚索孔口张拉力并未如理想状态那样全部传递给锚孔内部的锚索,而是很大一部分孔口拉力将用来克服锚索与锚孔之间的摩阻力,且量值上已达到不容忽视的程度。试验同时揭示了锚索长度、锚固长度、锚束及锚孔施工质量对摩阻力的大小起到关键性影响,锚索长度、自由段长度越长、锚束越多、锚孔质量越差,则摩阻力越大。并据此提出了未来边坡防护锚索设计中重点关注及有待于进一步研究的内容。 相似文献
520.