In this paper, we consider (3 + 1)-dimensional Boiti-Leon-Manna-Pempinelli equation. Based on the bilinear form, we derive exact solutions of (3 + 1)-dimensional Boiti-Leon-Manna-Pempinelli (BLMP) equation by using th...In this paper, we consider (3 + 1)-dimensional Boiti-Leon-Manna-Pempinelli equation. Based on the bilinear form, we derive exact solutions of (3 + 1)-dimensional Boiti-Leon-Manna-Pempinelli (BLMP) equation by using the Wronskian technique, which include rational solutions, soliton solutions, positons and negatons.展开更多
To prevent possible seismic catastrophe, naturally, its assessment is deeply concerned over in China as a series of arch dams of about 300 m high will be constructed in the severe seismic regions. In this paper the ma...To prevent possible seismic catastrophe, naturally, its assessment is deeply concerned over in China as a series of arch dams of about 300 m high will be constructed in the severe seismic regions. In this paper the major obstacles to the seismic catastrophe assessment of high arch dams which focused on clearly defining the Maximum Credible Earthquake (MCE) and reasonably selecting its site-specific seismic input parameters as well as quantitatively evaluating the limit state of dam-breach for designers are emphasized. Some breakthrough progress with pending problems is presented, such as to adopt more reasonable seismic input parameters based on seismic hazard evaluation of dam site; to develop model and method more fit in with the reality for non-linear seismic analysis of dam-foundation-reservoir system. The ideals of further improvement both in evaluating the MCE and defining the quantitative index of its performance objective are discussed, including how to use semi-empirical method of simulating strong ground motion near fault, how to solve the long-standing problem of stress singularity at dam heel, and how to investigate dynamic behaviors of fully-graded dam concrete through dynamic tests and 3-dimensional meso-mechanics analysis checked by CT technique.展开更多
文摘In this paper, we consider (3 + 1)-dimensional Boiti-Leon-Manna-Pempinelli equation. Based on the bilinear form, we derive exact solutions of (3 + 1)-dimensional Boiti-Leon-Manna-Pempinelli (BLMP) equation by using the Wronskian technique, which include rational solutions, soliton solutions, positons and negatons.
基金Supported by the National National Science Foundation of China (Grant No. 90510017)
文摘To prevent possible seismic catastrophe, naturally, its assessment is deeply concerned over in China as a series of arch dams of about 300 m high will be constructed in the severe seismic regions. In this paper the major obstacles to the seismic catastrophe assessment of high arch dams which focused on clearly defining the Maximum Credible Earthquake (MCE) and reasonably selecting its site-specific seismic input parameters as well as quantitatively evaluating the limit state of dam-breach for designers are emphasized. Some breakthrough progress with pending problems is presented, such as to adopt more reasonable seismic input parameters based on seismic hazard evaluation of dam site; to develop model and method more fit in with the reality for non-linear seismic analysis of dam-foundation-reservoir system. The ideals of further improvement both in evaluating the MCE and defining the quantitative index of its performance objective are discussed, including how to use semi-empirical method of simulating strong ground motion near fault, how to solve the long-standing problem of stress singularity at dam heel, and how to investigate dynamic behaviors of fully-graded dam concrete through dynamic tests and 3-dimensional meso-mechanics analysis checked by CT technique.
