Under confused sea condition , the structures may subject to very strong w ave impulsive 1oad due to slamming by the wave with significant crest when waves propagate underneath the structure and surge up to its subface . previous studies indicate that impact pressures are characterized by an initial peak pressure of considerable magnitude but of short duration occurs , followed by a slowly - varying uplift pressure of less magnitude but of considerable duration , and which typically is first positive , then decreases to zero and becomes negative , in hostile sea state , the peak pressures may cause the damage of the horizontal members of the structures or make the whole superstructure collapsed 若这些海上建筑物的上部结构底高程较低,在恶劣海况下当大波浪在其面板下面通过并与之接触时,面板下面除了作用有强度变化较缓慢的波压力外,在波峰刚接触到面板时尚存在着历时很短但强度极大的冲击压力,这种极强冲击荷载会引起建筑物的整个上部结构失稳或造成局部破坏。
Abstract : to account some difficult problems in theoretical calculation of blasting demolition of buildings , the criterion for disintegration of brick - concrete structures , blasting height of frame structure , counteracting force of supports are analyzed . a numerical simulation is demonstrated for structure ' s destabilization and dilapidation in the process of blasting demolition of buildings such as chimney and bridge , which services a guide for theoretical study and practice of blasting demolition of buildings 文摘:针对建筑物爆破拆除理论计算难以把握的几个问题,如砖混结构解体的判据,框架结构建筑的爆高、支座反力,以及框架结构失稳和烟囱、桥梁爆破拆除倒塌过程的数值模拟方法,进行了分析和说明,为建筑物爆破拆除设计理论研究与施工提供了参考依据。
This paper discussed the collapse patterns of reinforced frame structures and its mechanism first , and then analyzed the movement stability of construction applying the theory of controlling blasting and dynamic ; after that the lose - stability condition of reinforced frame structures during blasting demolition was studied , a mechanical model of blasting demolition of reinforced frame structure was established ; at last this paper applied abaqus analysis software to reinforced frame structures taking lose - stability as the initial condition 本文首先讨论了框架结构建(构)筑物的倒塌模式并分析了建(构)筑物的倒塌机理,又运用控制爆破原理和动力学理论进行了结构体运动稳定性分析,研究了框架结构建(构)筑物爆破拆除的失稳条件,建立了框架结构建(构)筑物倒塌的力学模型;并以结构失稳条件为初始条件,运用abaqus软件对框架结构建(构)筑物爆破拆除倒塌过程进行了数值模拟分析。