大跨度钢桁架转换结构振动台试验研究

以某带高位大跨钢桁架转换结构高层建筑为工程背景,进行了1/25缩尺比例的模型振动台试验,通过粘贴在钢桁架杆件上的应变片,测试了输入不同加速度峰值地震波作用下钢桁架的地震响应。在加速度峰值0.9g地震波作用下,两端支承钢桁架筒体剪力墙才出现裂缝,表明连接部位剪力墙受力性能较好;人工波作用下结构的地震响应最大,层地震作用力在钢桁架转换结构层有突变;试验中随模型结构裂缝发展和抗侧刚度衰减,层地震作用力分布发生变化,其中钢桁架转换结构层承担地震力相对减小,钢桁架应变反应也相对趋缓;钢桁架两端杆件受力较大,表明支承剪力墙对钢桁架的约束作用较大。     

型钢高强混凝土柱轴压比限值的试验研究

通过20个型钢高强混凝土柱的低周反复加载试验对其受力性能进行了研究，分析了剪跨比、轴压比、配箍率以及混凝土强度对型钢高强混凝土柱延性的影响，提出了不同剪跨比、不同配箍率的型钢高强混凝土柱的轴压比限值。其中，剪跨比大于2．0的型钢高强混凝土柱的轴压比限值由大、小偏心界限破坏时力的平衡条件并结合试验结果确定，而剪跨比小于2．0的型钢高强混凝土柱的轴压比限值则通过与剪跨比大于2．0的型钢高强混凝土柱的延性对比加以确定。     

夯扩桩沉管控制贯入度计算法

通过改造格尔谢万诺夫打桩公式,提供了夯扩桩沉管控制贯入度计算表达式,在此 ,介绍了沉积控制贯入度在夯扩桩设计和施工中的用途,并举例验证。     

钢管高强混凝土叠合柱的抗震性能研究

通过周期性往复试验,研究了钢管高混凝土叠合柱柱的破坏形态,耗能能力、延性、承载力以及各种组成部分共同工作等内容,并与钢管高强混凝土核心柱进行了对比;随后通过计算,讨论了叠合柱中有关参数对其极限承载力和影响;最后给出了叠合柱正截面极限承载力的简化计算方法。     

Evaluation of the “fishing down marine food web” process in the north-west of Persian Gulf(Khuzestan Province) during the period of 2002–2011

The worldwide increase in commercial fisheries and its impact on ecosystems as well as inefficient fishery management have led to overfishing and frequent breakdown of traditional fish stocks.In this context,an analysis of Khuzestan inshore fisheries data covering the years 2002–2011,was conducted in reliance on testing for occurrence of the fishing down marine food webs(FDMFW) phenomenon in the North of Persian Gulf Large Marine Ecosystem(LME).In this study,the mean trophic level(m TL) and the fishing-in-balance(FIB)-index of Khuzestan landings during this period of time were estimated using the trophic level of 47 fishery resources.Increase in total landings(Y) was observed,which explained the high fishing yield in major fishery resources(especially demersal).Moreover,the moderates decreasing trend in m TL per decade,and the increasing trend in FIB-index were observed.The status of fishery resources in Khuzestan inshore waters(under exploited but not overexploited),the rise in Y,FIB and slightly drop in m TL can be considered as indirect indicators of the fishing impacts on the trophic structure of marine communities.Based on this result,probability occurrence of FDMFW process in Khuzestan inshore waters is low to some extent.However,we suggest that the goal of management programs in Khuzestan inshore waters should prevent the continuance of this trend in the long-term using an ecosystem-based approach.     

Introduction,preliminary handling,and diseases of grass carp in New Zealand

Fry of grass carp, Ctenopharyngodon idella (Val.), were air‐freighted from Hong Kong to New Zealand in October 1971. The fish were at first kept in tanks with a recirculating water supply, where they soon showed symptoms of parasitic infestation and suffered heavy mortality.

Attempts were made to remove parasites with chemotherapeutic treatment. Tripartiella sp., Dactylogyrus ctenopharyngodonis, and Gyrodactylus clenopharyngodontis were eliminated by prolonged bathing of the infected fish with quinine. Chemical treatment failed to eliminate Ichthyophthirius mullifiliis from the body surface and the gills, but the rate of spontaneous recovery of the fish from this disease was accelerated by keeping them in clean, running water. Experiments to remove the cestode Bothriocephalus gowkongensis from the intestine of the fish with tetravalent tin compounds and to control the intermediate host (Cyclops) in the water resulted in the eradiction of the cestode.

When parasitic infestations had been brought under control the fish were transferred to outdoor ponds, where they began to feed on aquatic and terrestrial vegetation and rapidly increased in size.     

基于“S”规律的中国钢需求预测

本文基于人均钢消费量与人均GDP“S”形规律, 对典型发达国家工业化过程钢消费量峰值年份进行截面分析, 并依据我国经济增长发展目标厘定高、参考及低三种方案, 解析中国未来钢需求, 结论是: 按高增长方案, 我国人均钢消费峰值点将在2015年到达, 届时人均钢消费量480～500千克, 消费总量6.7～7亿吨; 按参考方案, 我国人均钢消费峰值点将在2015-2016年到达, 届时人均钢消费量430～470千克, 消费总量为6～6.5亿吨; 按低增长方案, 我国人均钢消费峰值点将在2017-2018年到达, 届时人均钢消费量400～440千克, 消费总量为5.6～6.1亿吨。     

钢、水泥需求“S”形规律的三个转变点剖析

本文剖析了人均钢、水泥消费“S”形轨迹的三个重要转变点, 论述了人均消费量和消费强度变化规律的影响因素和内在机制, 阐述了产业部门钢消费强度的倒“U”形轨迹, 在分析国内外经济结构演变趋势的基础上, 提出我国第二产业占GDP比例已经达到顶点, 指出钢、水泥消费强度顶点大小及到来的时间。     

西霞口龙眼港-4.5m码头加固扩建施工新方法

以山东西霞口集团龙眼港—4.5m码头的改扩建工程为例,阐述了采用三管法旋喷桩托底置换、加劲旋喷桩配合锚拉支护方法在码头改造施工中的可行性及其施工工艺和施工方法,为同类工程施工积累了经验。     

软土地基某泵闸深基坑支护失稳分析及处理

介绍了某泵闸基坑灌注桩围护位移及钢管支撑受力过程,对造成支护失稳原因进行了详细分析,探讨基坑设计及施工工艺存在的问题,介绍了支护失稳后抢险、围护补强、防渗加固及支撑体系补强等措施,同时对加固补强处置效果进行了分析,得出相关结论及建议,为类似基坑顺利施工提供了一定依据。