Hydroelastic code-to-code comparison for a tension leg spar-type floating wind turbine

The development of robust design tools for offshore wind turbines requires knowledge of both wave and wind load models and response analysis. Verification of the numerical codes is required by the use of experiments and code-to-code comparisons. This paper presents a hydroelastic code-to-code comparison between the HAWC2 and USFOS/vpOne codes for a tension leg spar (TLS) wind turbine with a single tether. This concept is hence based on the TLP and Spar concepts. The comparison is performed using coupled hydroelastic time domain simulations. Several aspects of modelling, such as wave simulation, hydrodynamic and structural modelling, are addressed for the TLS. Wave-induced motions of the support structure affect the power performance of a wind turbine. Furthermore, overload of the tension leg should be avoided. In this paper, the motion and tension responses are compared. The tension leg introduces nonlinear effects on the spar motion. These nonlinear effects include combined-frequency effect such as double, difference and sum of wave, as well as natural pitch and surge frequencies. Hydrodynamic loads are based on a combination of the Morison formula and the pressure integration method. A comparison indicates that the motion and tension responses obtained in the two codes are in good agreement.     

基于优先级策略的 TLS 握手协议研究

当大量的用户通过TLS协议访问服务器时,会带来较大的负担,同时浏览器进程关闭时会清除用户所保存下来的session信息,当再次连接时,又需要完整的握手过程。对TLS协议进行分析,在经典握手协议的基础上提出了服务器端session 的缓存机制的改进,提高了服务器的缓存利用率;并在客户端实现了运用cookie进行会话重用。结合Java相关技术,对其TLS环境进行配置,并在其上进行了服务器端与客户端的实验,然后对经典TLS握手协议进行效率测试。     

基于 CPK 数字签名的 TLS 改进协议*

基于TLS（transport layer security）协议在防“抗抵赖性”上的不足,提出了一种针对 TLS协议的认证改进方案,在保持TLS协议原有安全性的前提下,引入了基于CPK数字签名的验证机制,对 TLS协议中握手协议和记录协议分别进行了扩展与改进,并且支持在握手协议中对数字签名及密钥进行动态协商,同时兼容原有的TLS协议。