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91.
92.
利用地震振动台对大跨预应力混凝土井式梁空间框架结构的抗震性能进行了实验研究。两个模型的实验结果表明:(1)大跨预应力井式梁空间框架结构可以提供大的楼层平面内刚度;(2)对称大跨预应力井式梁空间框架结构,可以不考虑耦合地震反应;(3)大跨预应力井式梁空间框架结构的竖向地震反应中心大而周边小;(4)在相同加速度但不同的地震波作用下,结构的竖向地震反应不同。 相似文献
93.
不同型式暗支撑短肢剪力墙抗震性能试验研究 总被引:6,自引:0,他引:6
本文选取短肢剪力墙结构体系中较为薄弱的抗震构件“一”形短肢剪力墙,采用不同的暗支撑型式进行了两个1/2缩尺的带暗支撑短肢剪力墙构件的低周反复荷载试验,比较分析了它们的承载力、刚度、延性、滞回特性、耗能能力及破坏机制,建立了其承载力计算模型与方法。计算结果与实测值符合较好。 相似文献
94.
半刚性连接钢管混凝土框架剪力墙结构的动力特性分析 总被引:1,自引:1,他引:1
将钢管混凝土框架剪力墙结构作为连续弹性无限自由度结构,建立自由振动方程,分析了半刚性连接对结构自振周期和频率的影响,推导出半刚性连接框剪结构自振周期系数的计算公式。使用通用有限元程序ANSYS进行结构的模态分析,有限元分析结果和公式计算结果吻合良好。结果表明,半刚性连接使得结构自振周期增大,半刚性连接对高阶振型自振周期的影响很小。提出了地震区钢管混凝土框剪结构体系的设计建议,可供工程设计人员参考使用。 相似文献
95.
钢筋混凝土建筑抗倒塌设计 总被引:14,自引:2,他引:14
建筑抗倒塌问题近年来在欧美国家得到广泛关注,并颁布了相关的设计规范和标准。我国还没有制定有关建筑抗倒塌方面的规范和标准。本文提出一种基于建筑危险性的钢筋混凝土建筑抗倒塌设计方法。该方法将钢筋混凝土建筑分为四类,通过设置拉杆连接系统和Alternate Path设计提高建筑抗倒塌能力。 相似文献
96.
在已完成的包括16个构件的等位移循环加载钢筋混凝土柱的系列试验中,通过在其中3根柱的塑性铰区沿混凝土受力方向安设位移计,较准确测定了混凝土测试标距内的平均应变在一个加载循环内的变化规律及其随周数增长的变化规律;发现了单周最大压应变随周数的增长而持续增大,单周最大名义拉应变随周数增长而持续减小的重要现象;并与柱顶水平力-水平位移滞回规律实测结果相对应,结合截面受力特征对所得单周和多周应变变化规律的成因作了分析。 相似文献
97.
Pasargadae complex had been the main center of Persian history during the Achaemenian period (560–330 bc), registered as one of the world heritage sites by UNESCO in 2004. This research is an attempt to recognize the natural setting
and landscape of Pasargadae during the Achaemenian period, in Iran. The method is based on the application of a multi-layer
technique. Collected data by fieldwork, especially in geology, hydrology, and hydrogeology, along with the analysis of aerial
data and satellite information provided the baseline information for preparing historic and environmental layers and have
made it possible to recognize a natural lakelet in the this area. The results show that the geometry of lakelet together with
the ancient river of Pasargadae had been the main elements that formed the character of the site; they were also important
in the locations of buildings in the Pasargadae complex. 相似文献
98.
99.
The paper focuses on the seismic response of walls in dual (frame + wall) structures, with particular emphasis on shear behaviour.
Although dual structures are widely used in earthquake-resistant medium-rise and high-rise buildings, the provisions of modern
seismic codes regarding design of walls for shear are not fully satisfactory, particularly in the (common) case that walls
of substantially different length form part of the same structure. Relevant provisions of the leading seismic codes are first
summarised and their limitations discussed. Then an extensive parametric study is presented, involving two multistorey dual
systems, one with identical walls, and one with walls with unequal length, designed to the provisions of Eurocode 8 for two
different ductility classes (H and M). The walls of the same structures are also designed to other methods such as those used
in New Zealand and Greece. The resulting different designs are then assessed by subjecting the structures to a suite of strong
ground motions, carrying out inelastic time history analysis, and comparing the results against design action effects. It
is found that although modern code procedures generally lead to satisfactory performance (differences among them do exist),
the design of walls seems to be less appropriate in the case of unequal length walls. For this case a modified procedure is
proposed, consisting of an additional factor to account for the relative contribution of walls of the same length to the total
base and an improved envelope of wall shears along the height; this improved method seems to work better than the other procedures
evaluated herein, but further calibration is clearly required. 相似文献
100.
Origin and stratigraphy of phreatomagmatic deposits at the Pleistocene Sinker Butte Volcano, Western Snake River Plain, Idaho 总被引:1,自引:3,他引:1
Brittany D. Brand Craig M. White 《Journal of Volcanology and Geothermal Research》2007,160(3-4):319-339
Sinker Butte is the erosional remnant of a very large basaltic tuff cone of middle Pleistocene age located at the southern edge of the western Snake River Plain. Phreatomagmatic tephras are exposed in complete sections up to 100 m thick in the walls of the Snake River Canyon, creating an unusual opportunity to study the deposits produced by this volcano through its entire sequence of explosive eruptions. The main objectives of the study were to determine the overall evolution of the Sinker Butte volcano while focusing particularly on the tephras produced by its phreatomagmatic eruptions. Toward this end, twenty-three detailed stratigraphic sections ranging from 20 to 100 m thick were examined and measured in canyon walls exposing tephras deposited around 180° of the circumference of the volcano.Three main rock units are recognized in canyon walls at Sinker Butte: a lower sequence composed of numerous thin basaltic lava flows, an intermediate sequence of phreatomagmatic tephras, and a capping sequence of welded basaltic spatter and more lava flows. We subdivide the phreatomagmatic deposits into two main parts, a series of reworked, mostly subaqueously deposited tephras and a more voluminous sequence of overlying subaerial surge and fall deposits. Most of the reworked deposits are gray in color and exhibit features such as channel scour and fill, planar-stratification, high and low angle cross-stratification, trough cross-stratification, and Bouma-turbidite sequences consistent with their being deposited in shallow standing water or in braided streams. The overlying subaerial deposits are commonly brown or orange in color due to palagonitization. They display a wide variety of bedding types and sedimentary structures consistent with deposition by base surges, wet to dry pyroclastic fall events, and water saturated debris flows.Proximal sections through the subaerial tephras exhibit large regressive cross-strata, planar bedding, and bomb sags suggesting deposition by wet base surges and tephra fallout. Medial and distal deposits consist of a thick sequence of well-bedded tephras; however, the cross-stratified base-surge deposits are thinner and interbedded within the fallout deposits. The average wavelength and amplitude of the cross strata continue to decrease with distance from the vent. These bedded surge and fall deposits grade upward into dominantly fall deposits containing 75–95% juvenile vesiculated clasts and localized layers of welded spatter, indicating a greatly reduced water-melt ratio. Overlying these “dryer” deposits are massive tuff breccias that were probably deposited as water saturated debris flows (lahars). The first appearance of rounded river gravels in these massive tuff breccias indicates downward coring of the diatreme and entrainment of country rock from lower in the stratigraphic section. The “wetter” nature of these deposits suggests a renewed source of external water. The massive deposits grade upward into wet fallout tephras and the phreatomagmatic sequence ends with a dry scoria fall deposit overlain by welded spatter and lava flows.Field observations and two new 40Ar–39Ar incremental heating dates suggest the succession of lavas and tephra deposits exposed in this part of the Snake River canyon may all have been erupted from a closely related complex of vents at Sinker Butte. We propose that initial eruptions of lava flows built a small shield edifice that dammed or disrupted the flow of the ancestral Snake River. The shift from effusive to explosive eruptions occurred when the surface water or rising ground water gained access to the vent. As the river cut a new channel around the lava dam, water levels dropped and the volcano returned to an effusive style of eruption. 相似文献