1 Qian Qihu. Application of finite element method in engineering structure calculation. Air force of CMC, 1976.
Qian Qihu, Chen Zhenyuan. Unloading wave, explosion and impact in complex soil layer with shallow buried structure under the action of shock wave,1982,2 (1): 24-36.
No.3 Chen Zhenyuan, Qian Qihu. Dynamic response analysis of shallow buried rigid structure in soil under the action of nuclear explosion shock wave. Explosion and impact.1985,5 (2): 24-33
4 Qian Qihu. Planning principles of civil air defense projects. Operations Department of the General Staff, 1988.
Qian Qihu, Wang Mingyang. Comparative study on unloading theory and experimental results of shallow buried structures under nuclear explosion conditions. Explosion and impact, 1994,14 (1): 9-18.
6 Qian Qihu, Wang Mingyang. Propagation law of explosion wave in saturated soil and waterless field of three-phase medium. Explosion and impact, 1994, 14 (2): 97- 104.
Qian Qihu, Wang Mingyang, Zhao Yuetang. Reflection load of explosion wave on three-phase medium saturated soil and obstacles in water. Explosion and impact, 1994, 14 (3): 225-230.
, Huang Xiaoping, Tang, etc. Study on the accuracy of finite element solution of wave process under impact load. Explosion and impact, 1995,15 (1):1-10.
No.9, Wang Mingyang, Qian Qihu. Study on elastic-plastic dynamic constitutive relation of granular media. Journal of Solid Mechanics, 1995,16 (2): 213-219.
Wang Mingyang, Qian Qihu 10. Attenuation law of explosion stress wave passing through joint fracture zone. Journal of Geotechnical Engineering, 1995,17 (2):112-19.
Wang Mingyang, Qian Qihu 1 1. Study on dynamic model of quasi-saturated soil under explosion wave. Journal of Geotechnical Engineering, 1995,17 (6):103-10.
12 Qian Qihu. Civil defense. Beijing: National Defense Industry Press, 1996.
Wang Mingyang, Qian Qihu 13. Dynamic characteristics analysis of granular media under stress wave. Explosion and impact, 1996,16 (1):11-20.
Wang Mingyang Qian Qihu 14. Study on dynamic characteristics of three-phase saturated soil under explosion wave. Chinese abstract journal,1998,9 (5): 576-578.
15 Qian Qihu. Meet the climax of underground space development in China. Journal of Geotechnical Engineering,1998,201(1):112-13.
Zhao Yuetang, Qian Qihu City, Wang Mingyang 16. Analysis of several influencing factors of gas movement in three-phase saturated soil under explosion load. Explosion and impact, 1998, 18 (2): 28-34.
17 Zhu Dayong, Qian Qihu, Zhou Zaosheng, etc. A new solution to the mapping function of complex cavern. Journal of Rock Mechanics and Engineering, 1999, 18 (3): 269-274.
Zhu Dayong, Qian Qihu, Zhou Zaosheng, et al. Stress-elasticity analysis of surrounding rock of complex cavern. Journal of Rock Mechanics and Engineering, 1999, 18 (4): 402-404.
Qian Qihu Zhu Dayong 19. A new soil method for calculating earth pressure coefficient by limit equilibrium method. Journal of Civil Engineering, 2000,33 (1): 63-68.
20 Zhu Dayong, Qian Qihu. Critical sliding field of slope under the framework of strict limit equilibrium method. Journal of Civil Engineering, 2000,33 (5): 68-74.
23. Qian Qihu. Summary of Russian subway construction: general situation of subway construction and overall design requirements. Railway Building Technology, 200 1 (3): 1-4.
24 Yan,,, et al. Stress-strain relationship of steel fiber high-strength concrete under uniaxial compression. Journal of Southeast University, 200 1 (2): 77-80.
25 Yan, Jiang Xiquan. Comparative test and analysis of static and dynamic compressive properties of ultra-short steel fiber high-strength concrete. Concrete and cement products, 200 1 (1): 33-35.
26 Wang Mingyang, Qian Qihu, Guo Shengbing, et al. Design method of steel plate-steel fiber reinforced concrete bulletproof layer under contact explosion (Ⅱ). Explosion and Impact, 2002,22 (2):163-168.