Seismic performance of laminated timber frames with fiber‐reinforced joints

A series of dynamic experiments was performed on two‐story glue‐laminated timber frames. The tests included sinusoidal sweeps in one direction, arbitrary signals simulating earthquake loads in two directions, and harmonic free vibration at the fundamental frequency. Two experimental frames were manufactured and tested: (1) a control with horizontal laminations and no reinforcement at joint areas, and (2) a new frame design with densified material in the joint area that was further reinforced by glass‐fiber composite material. Preliminary tests of scaled and full‐size beam‐to‐column connections were performed to obtain connection characteristics needed for subsequent analytical modeling. Copyright © 2004 John Wiley & Sons, Ltd.     

风、浪荷载作用下海上风机单桩结构灌浆连接段疲劳性能评价

灌浆连接段的疲劳性能对于海上风机单桩支撑结构至关重要。基于385种工况下的某实际5 MW单桩风机支撑结构在风、浪荷载作用下的动力响应分析,获取了灌浆连接段荷载边界条件时程。建立灌浆连接段精细化有限元子模型,将荷载边界条件转化为应力时程。对于剪力键采用"热点应力"方法进行疲劳性能评价。对于灌浆材料,选取剪力键附近灌浆材料单元积分点处的第三主应力进行疲劳性能评价。采用Palmgren-Miner线性损伤累计准则和雨流计数方法进行疲劳损伤的累计。在某实际灌浆连接段20年的设计寿命周期内,最大剪力键总疲劳损伤为1.35×10~(-10);最大灌浆材料总疲劳损伤为1.54×10~(-3)。由此可见,灌浆连接段的疲劳性能由灌浆材料控制,且损伤值远小于限值1/3,在现有的荷载条件下,灌浆连接段不会发生疲劳破坏。分析产生损伤较大的几种工况可知,风速对现有单桩结构灌浆连接段疲劳的损伤起控制作用。     

Evaluation of out‐of‐plane seismic performance of column‐to‐column precast concrete cladding panels in one‐storey industrial buildings

Recent earthquakes in Italy (L'Aquila 2009 and Emilia 2012) highlighted the vulnerability of precast cladding panels, typically associated with a connection system not designed to account for displacement and rotation compatibility between the panels and the supporting structure. Experimental investigations were performed in the past to investigate the in‐plane performance of cladding panels and design recommendations have been made accordingly; however, in the case of out‐of‐plane seismic loads, the load demand is commonly evaluated in the design practice by means of formulations for nonstructural components. This paper summarizes the results obtained from parametric analyses conducted to estimate the out‐of‐plane load demand in column‐to‐column cladding panels typical of one‐storey commercial and industrial buildings. Empirical equations suitable for both new and existing panels are proposed and compared with the design equations given in Eurocode 8 and ASCE 7. The paper also considers the effects of the development of plastic hinges at the column base and of the roof flexibility on the load demand in panel‐to‐column connections. The roof flexibility may generate the torsion of the panels; consequently, an analytical procedure to account for such effects is proposed. Finally, general design recommendations are made.     

Residual structural capacity evaluation of steel moment‐resisting frames with dynamic‐strain‐based model updating method

This paper presents a method for evaluating the residual structural capacity of earthquake‐affected steel structures. The method first quantifies the damage severity of a beam by computing the dynamic‐strain‐based damage index. Next, the model used to analyze the structure is updated based on the damage index, to reflect the observed damage conditions. The residual structural capacity is then estimated in terms of changes in stiffness and strength, which can be applied by structural engineers, via a nonlinear static analysis of the updated model. The main contributions of this paper are in performance evaluation of the dynamic‐strain‐based damage index for seismically induced damage using a newly developed substructure testing environment, consideration of various damage patterns in composite beams, and extension of a local damage evaluation technique to a residual capacity estimation procedure by incorporating the model‐updating technique. In laboratory testing, the specimens were damaged quasi‐statically, and vibration tests were conducted as the damage proceeded. First, a bare steel beam–column connection was tested, and then a similar one with a floor slab was used for a more realistic case. The estimated residual structural capacities for these specimens were compared with the static test results. The results verified that the proposed method can provide fine estimates of the stiffness and strength deteriorations within 10% for the specimen without the floor slab and within 30% for that with the floor slab. Copyright © 2017 John Wiley & Sons, Ltd.     

单桩基础灌浆连接段受力机理分析

海上风机中,上部支撑结构和基础之间的连接是通过灌浆连接段实现的。近年来,风力发电发展迅速,风力发电机的功率越来越大,对单桩基础灌浆连接段的受力性能提出了更高的要求。在复杂荷载作用下,灌浆连接段受到轴力和弯矩的共同作用,有必要对压-弯共同作用下的灌浆连接段进行受力性能的研究。采用数值分析方法,分析了压-弯作用下不同轴压比时灌浆连接段的极限承载力、钢管与灌浆料之间的接触压力情况和灌浆连接段的应力情况。同时,根据学者Lotsberg提出的弯曲承载力组成理论,通过提取钢管与灌浆料之间的接触力,并对它们进行数值积分,分析了不同轴压比下灌浆连接段抗弯承载力组分的变化规律。通过分析,明晰了带剪力键的灌浆连接段的受力性能,为设计工作提供依据。     

“HANDS ACROSS THE SEA”: THE MASONIC NETWORK,BRITISH IMPERIALISM,AND THE NORTH ATLANTIC WORLD

ABSTRACT. From Montreal to Madras, from Barbados to Burma, the lodges of Freemasons dotted the landscape of the British Empire from the eighteenth century to the twentieth. Together with the British grand lodges under whose authority they met, these lodges constituted a vast network that extended across the oceans and linked Freemasons in Britain's colonies to the metropole and to each other. In this article I use the fraternity to demonstrate how the age of empire can serve as a laboratory for studying transoceanic networks, institutions, and identities. Looking first at the broad imperial context, I demonstrate how the global Masonic network developed and describe its functions during the long nineteenth century. I then focus on the British North Atlantic as a case study of the brotherhood's role in connecting people on various sides of a particular ocean basin by offering practical services and encouraging an “imperialist” identity that helped consolidate the British Empire.     

Imagining the borderlands: Contending stories of a resource frontier in Muang Sing

Muang Sing in Luang Namtha province, an administrative district of northern Laos bordering Myanmar and China, has been portrayed by the Lao government and international development agencies as a ‘poor’ rural region in need of development. To developers, Muang Sing's remoteness from major towns and the livelihoods of ethnic people such as the Akha in the uplands based on swidden agriculture and opium production characterized ‘poverty’. To address this rural poverty, state and development agencies devised land use zoning that would demarcate and regulate various land uses in line with a rural development plan for the district. This vision for regulated development began to go awry, however, as farmers and traders in Muang Sing launched their own rapid social and economic changes. In contrast to the official image of a backward rural district in need of outside assistance, this paper portrays farmers and local entrepreneurs of the Muang Sing borderlands as actively transforming their lives and agricultural landscapes. This paper challenges the official version of a remote, poor district untouched by regional trade through a focus on narratives of local people. Ethnographic research reveals the dynamic micro‐processes of agrarian transformation during recent decades to highlight the centrality of borderland people in reworking their lives and agricultural landscapes through cross‐border relationships in China.     

Experimental behavior of transfer story connections for high‐rise SRC structures under seismic loading

Results from an investigation aimed at assessing seismic behavior of transfer story connections for high‐rise building consisting of steel‐reinforced concrete (SRC) frame and reinforced concrete (RC) core tube are presented. Two types of transfer story connections were experimentally evaluated for adequate strength, ductility and energy dissipation. For each type of connection, two large‐scale subassembly tests were carried out under monotonic and cyclic lateral displacement, respectively. Detailed observations and behavior responses were obtained to contrast the differences between monotonic and cyclic performance of the connections. Test results showed that the SRC column failed before connection collapse and that loading types have little effect on the strength but greatly affect the failure modes and the ductility of the connections. All specimens exhibited good properties for earthquake resistance since they all kept a stable inelastic behavior up to the interstory drift demand suggested by the AISC Seismic Provisions. Based on test observations, support stiffeners with appropriate width‐to‐thickness ratio and mechanical connectors connecting bars with the steel plate are recommended for design purposes in order to achieve more ductile and reliable seismic behavior of transfer story connections. Copyright © 2010 John Wiley & Sons, Ltd.     

Trophic interactions in an arid ecosystem: From decomposers to top-predators

In this review we compile results on interactions above and below ground and food web functioning in an arid environment at the Baza Basin, in the Iberian southeast. Our data reveal that herbivory is difficult to estimate in our system. Some herbivores (rabbits) and granivores (Messor ants) create nutrient and detritus-rich patches, with important effects on the diversity and abundance of species both above and below ground. Fluctuations of prey availability, especially those caused by changes in their circadian rhythms, provoke seasonal migrations and omnivory in predators. We also present experimental evidence of the effects of interactions between aboveground and belowground macroarthropods on litter degradation; belowground detritivores are responsible for a high percentage of ground surface litter decomposition. We demonstrate that belowground herbivores and decomposers can dramatically change aboveground multitrophic interactions. Finally, we identify the biotic and abiotic factors controlling aboveground and belowground macrofaunal distribution at a broad scale. We conclude that trophic interactions in this semi-arid area are numerous and complex with many of the interactions involving more than two or three organisms. The interactions between above- and belowground organisms added complexity to this system. These habitats in which organisms deal with extreme abiotic conditions promote odd interactions resulting in an increase of biodiversity. Finally, despite the large research effort devoted to understanding food web structure and dynamics in this area recently, our state of knowledge is still far from providing a complete picture of interactions and their implications in the regulation and functioning of the system.     

Analytical modeling of monolithic joints in concrete bridges

The behavior of bridge monolithic connections is modeled using a simplified mathematical model that accounts for stress equilibrium, compatibility of deformations, and the state of bond of longitudinal column bars anchored through the joint panel. In this regard, a stress gradient factor is introduced, to model the profile of bar stresses along the anchorage. To establish this factor, two independent mechanisms of stress transfer are considered: a bond mechanism between the anchored bars and the surrounding concrete and a friction mechanism between the anchored bars and the transverse bars that enclose and restrain the anchorages. The model is used for calculation of the shear stress–shear strain relationship of all tests found in the international literature on bridge monolithic connections that showed shear type of failure under simulated seismic loading. Joint strength values calculated with the proposed model are compared with the experimental results. Based on this comparison the proposed model is verified for use in interpretation of bridge monolithic connection behavior and design.