断层带爆炸裂隙区范围及裂纹扩展长度的研究

常用求算岩石内爆炸裂隙区半径的计算公式中忽略了冲击波的作用、粉碎区的存在以及爆生气体的准静态作用。醉对该公式进行修正后并引和断层带应力波衰减指数α，并对尖力波损伤后的裂隙区的扩展长度进行分析计算，从而得出：考虑“预报伤”作用的爆炸裂纹长度大于不考虑“预损伤”情况下的裂纹长度。     

边界层内冷锋流场的动力学特征

文中求解了锋面存在时地转动量近似下的大气边界层运动方程 ,得到了边界层内冷锋流场的一些特征 ,如冷锋坡度随地转涡度增加而增加 ,随地转风速时间倾向的增加而增加 ,随沿锋面传播方向的热成风分量的减少而增加。而边界层内冷锋面上下的流场与锋面坡度、地转风及其时空变化特征有关 ,共同特点是在冷锋面高度以下有下滑运动 ,而其上有一层上滑运动区。     

青藏高原积雪异常与贵州东、西部旱、寒灾害关系的初步分析

利用 195 8— 1992年的有关资料 ,对青藏高原冬、春季积雪异常与贵州春、夏季不同区域干旱和低温灾害的强弱关系进行了统计分析。结果发现 :青藏高原冬、春季积雪异常与贵州春、夏季不同区域干旱和低温灾害的强弱间存在明显的相关关系 ,高原异常多雪年贵州西部 4月春旱偏重 ;东部夏旱偏重 ,春季低温灾害偏轻。反之 ,高原异常少雪年贵州西部春旱和东部夏旱都偏轻 ,春季低温灾害偏重。     

濮阳市11月份寒潮天气预报

利用1965-1995年天气图和气象观测资料，分析了濮阳市11月份寒潮的时空分布特征、路径及天气形势，确定了预报指标。     

1998年张北6.2级地震宏观烈度

充分利用震害评估和宏观考察的资料 ,采用震害程度和震害指数 2个标准共同确定了1 998年张北 6.2级地震的宏观烈度。极震区烈度为 度 ,呈 NWW和 NNE双向分布 ,以NWW为主 ,面积 1 35km2 。 度区呈 NE、NW双向伸展图象 ,但是 SE方向伸展不足 ,面积约340 km2。地震重伤人员普遍集中在 度区和 度区。 度区亦呈 NE、NW双向伸展图象 ,但是 NW、SW方向延伸长 , 度区面积约 1 0 0 0 km2 。宏观震中 :北纬 41°0 9′,东经 1 1 4°2 7′。在极震区的 NNE、SSW和 NWW方向 ,存在 3个烈度异常区 ,它们分别在极震区 3个分支的延伸方向上。文中讨论了烈度不高而震后较重的原因。震区没有发现地表破裂带 ,也没有发现第四纪强烈活动的大型断裂。极震区为主的 NWW方向和震前存在的小地震条带吻合 ,暗示可能存在成因上的联系     

黑北公路冻土路基设计原则及病害特征

依据位于小兴安岭地区的黑北公路沿线退化多年冻土特征，以及地质、水文、气候等工程环境条件，分析了黑北公路路基可能会发生的病害和发展过程，提出了适合于黑经公路的路基设计与病害防治措施，以便比选与优化退化型多年冻土地区的路基稳定性设计原则及结构形式，同时在路基设计形式和病害处理上提出了一些初步设想和建议。     

疏松砂岩稠油油藏出砂冷采机理及配套技术研究

稠油出砂冷采技术对地层原油含有溶解气的各类疏松砂岩稠油油藏具有较广泛的适应性，它通过大量砂子的产出和泡沫油的形成，获得较高的原油产量，河南油田于1996年在国内率先开展稠油出砂冷采技术调研及可行性研究，出砂冷采机理及配套工艺技术研究，并于1997年6月进入现场先导试验，矿场试验已展示出明显出砂冷采特征的G4906井，日产油量20t-30t，是常规开采和蒸汽吞吐的10倍和4倍以上，开采成本比蒸汽吞吐降低47%，出砂冷采工业化应用配套技术的形成和应用，将使国内及河南油田稠油资源利用程度进一步提高。     

Evaluation of seismic energy demand

In this paper, a method is proposed in order to obtain a simplified representation of hysteretic and input energy spectra. The method is based on the evaluation of the equivalent number of cycles correlated to the earthquake characteristics by the proposed seismic index I_D. This procedure allows us to obtain peak values of the hysteretic and input energy that depend on the demanded ductility, on the seismic index I_D and on the peak pseudo‐velocity. The assessment of the input energy represents a first step towards the definition of a damage potential index capable of taking into account the effect of the duration of the ground motions. Copyright © 2001 John Wiley & Sons, Ltd.     

Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes

The effectiveness of tuned mass dampers (TMD) in vibration control of buildings was investigated under moderate ground shaking caused by long‐distance earthquakes with frequency contents resembling the 1985 Mexico City (SCT) or the 1995 Bangkok ground motion. The elastic–perfectly plastic material behaviour was assumed for the main structure, with linear TMDs employed by virtue of their simplicity and robustness. The accumulated hysteretic energy dissipation affected by TMD was examined, and the ratio of the hysteretic energy absorption in the structure with TMD to that without it is proposed to be used, in conjunction with the peak displacement ratio, as a supplementary TMD performance index since it gives an indication of the accumulated damage induced in the inelastic structures. For the ground motions considered, TMD would be effective in reducing the hysteretic energy absorption demand in the critical storeys for buildings in the 1.8–2.8 s range. The consequence is reduction in damage of the buildings which would otherwise suffer heavy damage in the absence of TMD, resulting in economical restorability in the damage control limit state. This is of practical significance in view of the current trend toward performance‐based design. Copyright © 2001 John Wiley & Sons, Ltd.     

Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation

Fragility curves express the probability of structural damage due to earthquakes as a function of ground motion indices, e.g., PGA, PGV. Based on the actual damage data of highway bridges from the 1995 Hyogoken‐Nanbu (Kobe) earthquake, a set of empirical fragility curves was constructed. However, the type of structure, structural performance (static and dynamic) and variation of input ground motion were not considered to construct the empirical fragility curves. In this study, an analytical approach was adopted to construct fragility curves for highway bridge piers of specific bridges. A typical bridge structure was considered and its piers were designed according to the seismic design codes in Japan. Using the strong motion records from Japan and the United States, non‐linear dynamic response analyses were performed, and the damage indices for the bridge piers were obtained. Using the damage indices and ground motion indices, fragility curves for the bridge piers were constructed assuming a lognormal distribution. The analytical fragility curves were compared with the empirical ones. The proposed approach may be used in constructing the fragility curves for highway bridge structures. Copyright © 2001 John Wiley & Sons, Ltd.