机构地区: 河南科技大学
出 处: 《山西建筑》 2006年第14期4-5,共2页
摘 要: 阐述了结构体在冲击载荷作用下响应的计算的重要性,介绍了有阻尼单自由度系统的响应计算方法,并讨论了其计算结果,对处理复杂结构体的弹塑性体系的响应具有借鉴作用。 The importance to calculate the response of structural system under impact load is elaborated, The response calculation method of damper single-degree-of-freedom system is introduced. Calculation results are also discussed, which has a certain reference value for response calculation of complicated elastic plastic system.
领 域: [建筑科学]