谁能撼动上帝的权威——新历史主义视角下的《路得记》

从新历史主义的视角,看《路得记》中上帝的权威、种族歧视和父权与两个女子、路得及其婆婆拿俄米的较量,表面上看路得和拿俄米获得了颠覆的成功,而本质上却被权力抑制,她们的颠覆成为对权力的巩固和歌颂。     

“颠覆”与“抑制”中的自我塑造——《曼斯菲尔德庄园》中的新历史主义解读

长篇小说《曼斯菲尔德庄园》是英国女作家简.奥斯丁的的第四部作品,是其最有抱负,最富于思想性的作品。本文从新历史主义批评出发,通过分析《曼斯菲尔德庄园》中几位年轻女性的自我意识在各种力量＂协和＂作用下的形成过程,展现文学对人性的本质认识。主要采用＂颠覆＂和＂抑制＂两个概念展开分析。     

中共遏制既得利益集团的历史考察及其启示

中国共产党为破解形成既得利益集团这一历史课题，进行了50多年的不懈探索。其曲折历程和经验教训对今天我们遏制既得利益集团有着重要的启迪：敢于正视问题是基本前提，树立长期努力的思想是基础，依靠广大人民群众是根本，发挥制度的作用是关键。     

论刑讯逼供产生的原因及遏止途径

刑讯逼供这种古老而又野蛮的诉讼手段，历来是我国严令禁止的，修订后的刑法，进一步强化了对刑讯逼供犯罪行为的打击力度，然而，新的刑事诉讼法实施几年来，刑讯逼供仍时有发生。对此，我们应当对刑讯逼供产生的原因进行全面分析，在掌握其实质根源的基础上，找出有效的遏止途径，以保证法治社会司法的公正性和文明性。     

Numerical Simulations of the Performance of Steel Guardrails Under Vehicle Impact

Road side barriers are constructed to protect passengers and contain vehicles when a vehicle crashes into a barrier. In general, full-scale crash testing needs to be carried out if a geometrically and structurally equivalent barrier has not previously been proven to meet the requirements of containing the vehicle and dissipating sufficient impact energy for passenger protection. As full-scale crash testing is very expensive, the number of data that can be measured in a test is usually limited, and it may not always be possible to obtain good quality measurements in such a test, a reliable and efficient numerical simulation of crash testing is therefore very useful. This paper presents finite element simulations of a 3-rail steel road traffic barrier under vehicle impact. The performance levels defined in Australian Standards AS5100 Clause 10.5 for these barriers are checked. The numerical simulations show that the barrier is able to meet low performance levels. However, the maximum deceleration is higher than the acceptable limit for passenger protection. If present, a kerb launches the vehicles into the barrier, allowing for the possibility of overriding the barrier under certain circumstances, but it redirects the vehicle and reduces the incident angle, which reduces impact force on the barrier. Further investigation into all common kerb profiles on roads should be carried out, as only one kerb profile is investigated in this study.