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Seismic analysis of a super high-rise steel structure with horizontal strengthened storeys

Yuanqing WANG, Hui ZHOU, Yongjiu SHI, Yi HUANG, Gang SHI, Siqing WEN

《结构与土木工程前沿（英文）》 2011年第5卷第3期页码 394-404 doi: 10.1007/s11709-011-0116-8

摘要： Horizontal strengthened storeys are widely used in super high-rise steel structures to improve the lateral structural rigidity. This use has great effects on the seismic properties of the entire structure. The seismic properties of the Wuhan International Securities Building (a 68-storey super high-rise steel structure with three horizontal strengthened storeys) were evaluated in this study. Two approaches, i.e., mode-superposition response spectrum analysis and time-history analysis, were employed to calculate the seismic response of the structure. The response spectrum analysis indicated that transition parts near the three strengthened storeys were weak zones of the structure because of the abrupt change in rigidity. In the response spectrum analysis approach, the Square Root of Sum of Square (SRSS) method was recommended when the vertical seismic effects could be ignored. However, the complete quadratic combination (CQC) method was superior to SRSS method when the vertical seismic effects should be considered. With the aid of time-history analysis, the seismic responses of the structure were obtained. The whiplash effect that spectrum analysis cannot reveal was observed through time-history analysis. This study provides references for the seismic design of super high-rise steel structures with horizontal strengthened storeys.

关键词： seismic analysis steel structure super high-rise horizontal strengthened storey response spectrum analysis time-history analysis

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Investigation of the structural form optimization methods of high-rise buildings

ZHANG Shihai, WANG Li, OU Jinping, WANG Guangyuan

《结构与土木工程前沿（英文）》 2007年第1卷第2期页码 182-187 doi: 10.1007/s11709-007-0020-4

摘要： In this paper, the structural form optimization methods of high-rise buildings based on the expert system (ES), case-based reasoning (CBR), and knowledge discovery in database (KDD) are evaluated systematically. The characteristics and shortcomings of each method are pointed out. It is predicted that the incorporation of these three techniques into an intelligent form optimization method will be an important development direction in the future. Finally, the unified intelligent form selection model combined with concepts of ES, CBR, KDD and artificially intelligent beautification is proposed. In consideration of the needs of human beings, machinery and computation, the model has been used for structural design combined with relevant knowledge, means, maneuver and strategy. The model plays an important role and has practical value in the process of artificially intelligent form optimization. It effectively reduces the blindness and failure of computer-aided structural design.

关键词： case-based reasoning computation KDD important development high-rise

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Distribution of background equivalent static wind load on high-rise buildings

Jianguo ZHANG , Ming GU ,

《结构与土木工程前沿（英文）》 2009年第3卷第3期页码 241-248 doi: 10.1007/s11709-009-0036-z

摘要： In this paper, the along-wind and cross-wind fluctuating load distributions along the height of high-rise buildings and their correlations are obtained through simultaneous pressure measurements in a wind tunnel. Some typical methods proposed in some relative literatures, i.e., load-response correlation (LRC), and quasi-mean load (QML) and gust load envelope (GLE) methods, are verified in terms of their accuracy in describing the background equivalent static wind load distribution on high-rise buildings. Based on the results, formulae of the distribution of background equivalent static load on high-rise buildings with typical shapes are put forward. It is shown that these formulae are of high accuracy and practical use.

关键词： high-rise buildings along-wind cross-wind background equivalent static wind load close formulae

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Seismic design of high-rise towers for cable-stayed bridges under strong earthquakes

Yan XU, Shide HU

《结构与土木工程前沿（英文）》 2011年第5卷第4期页码 451-457 doi: 10.1007/s11709-011-0127-5

摘要： This paper presents the first of a series of studies on the seismic design of high-rise towers for cable-stayed bridges under strong earthquakes. One practical cable-stayed bridge with a 730 m long main span and two high-rise towers over 200 m in height was selected for this study. The preliminary results show that compared with piers, the tower is more vulnerable to pulse-like earthquakes, and it may develop plasticity at certain locations. In addition, viscous dampers may not have the same effect during pulse-like earthquakes as they do under site-specific earthquakes. Hence, reoptimization of damper parameters or reconsideration of other energy dissipation devices will be needed if strong earthquakes are likely to occur.

关键词： high-rise tower cable-stayed bridge strong earthquake seismic design

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Safety and serviceability assessment for high-rise tower crane to turbulent winds

Zhi SUN, Nin HOU, Haifan XIANG

《结构与土木工程前沿（英文）》 2009年第3卷第1期页码 18-24 doi: 10.1007/s11709-009-0009-2

摘要： Tower cranes are commonly used facilities for the construction of high-rise structures. To ensure their workability, it is very important to analyze their response and evaluate their condition under extreme conditions. This paper proposes a general scheme for safety and serviceability assessment of high-rise tower crane to turbulent winds based on time domain buffeting response analysis. Spatially correlated wind velocity field at the location of the tower crane was first simulated using an algorithm for generating the time domain samples of a stationary, multivariate stochastic process according to some prescribed spectral density matrix. The buffeting forces applied to the structure were computed according to the above-simulated wind velocity fluctuations and the lift, drag, and moment coefficients obtained from a CFD computation. Those spatially correlated loads were then fed into a well calibrated finite element model and the nonlinear time history analysis was conducted to compute structural buffeting response. Compared with structural on-site response measurement, the computed response using the proposed method has good precision. The proposed method is then adopted for analyzing the buffeting response of an in-use tower crane under the design wind speed and the maximum operational wind speed for safety and serviceability assessment.

关键词： tower crane buffeting response wind velocity modeling

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Extrapolation reconstruction of wind pressure fields on the claddings of high-rise buildings

Yehua SUN, Guquan SONG, Hui LV

《结构与土木工程前沿（英文）》 2019年第13卷第3期页码 653-666 doi: 10.1007/s11709-018-0503-5

摘要： Recent research about reconstruction methods mainly used the interpolation reconstruction of the fluctuating wind pressure field on the surface. However, to investigate wind pressure at the edge of the building, the work presented in this paper focuses on the extrapolation reconstruction of wind pressure fields. Here, we propose an improved proper orthogonal decomposition (POD) and Kriging method with a von Kármán correlation function to resolve this issue. The studies show that it works well for not only interpolation reconstruction but also extrapolation reconstruction. The proposed method does require determination of the Hurst exponent and other parameters analysed from the original data. Hence, the fluctuating wind fields have been characterized by the von Kármán correlation function, as an a priori function. Compared with the cubic spline method and different variogram, preliminary results suggest less time consumption and high efficiency in extrapolation reconstruction at the edge.

关键词： extrapolation reconstruction proper orthogonal decomposition Kriging method von Kármán function Hurst exponent rescaled range analysis

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Wind tunnel test study on the wind pressure coefficient of claddings of high-rise buildings

Yong QUAN, Yi LIANG, Fei WANG, Ming GU

《结构与土木工程前沿（英文）》 2011年第5卷第4期页码 518-524 doi: 10.1007/s11709-011-0128-4

摘要： The area-averaged most unfavorable wind pressure coefficients (MUWPCs) on various regions of building surfaces and the influence of the side ratio and the terrain category were studied based on wind tunnel test data of scale models of typical high-rise buildings with rectangular cross-sections. The negative area-averaged MUWPCs in the middle-height edge areas generally increased with an increasing / side ratio. The area-averaged MUWPCs can be well fitted with a function of the average area reduced by the square of the building depth, . In addition, no unique pattern was found for the effect of the terrain category on the MUWPCs.

关键词： side ratio area-averaged pressure coefficients cladding terrain category

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Shanghai Tower

Jian GONG

《工程管理前沿（英文）》 2017年第4卷第1期页码 106-109 doi: 10.15302/J-FEM-2017001

摘要： Ru-jiang Zhao,Wung Hee Moh. [J]. Front. Eng, 2016, 3(2): 147-157.

关键词： super-high-rise building green building integral steel platform formwork system large volume concrete concrete pumped for super-high building deep and large foundation pit combined anterograde and retrograde methods digitalized construction technology

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Heating energy savings potential from retrofitting old apartments with an advanced double-skin façade system in cold climate

Yeo Beom YOON, Byeongmo SEO, Brian Baewon KOH, Soolyeon CHO

《能源前沿（英文）》 2020年第14卷第2期页码 224-240 doi: 10.1007/s11708-020-0801-1

摘要： Apartments account for over 60% of total residential buildings and consume a significant portion of primary energy in South Korea. Various energy efficiency measures have been implemented for both new apartment constructions and existing apartment retrofits. Old apartment structures have poor thermal performances, resulting in a high energy consumption. The South Korean government initiated retrofitting projects to improve the energy efficiency in old apartments. Apartment owners typically replace old windows with high-performance windows; however, there is still a demand for better and more innovative retrofit methods for a highly improved energy efficiency. This paper proposes an advanced double-skin façade (DSF) system to replace existing balcony windows in old apartments. Considering the cold climate conditions of Seoul, South Korea, it mainly discusses heating energy savings. Three case models were developed: Base-Case with existing apartment, Case-1 with typical retrofitting, and Case-2 with the proposed DSF system. The EnergyPlus simulation program was used to develop simulation models for a floor radiant heating system. A typical gas boiler was selected for low-temperature radiant system modeling. The air flow network method was used to model the proposed DSF system. Five heating months, i.e., November to March, and one representative day, i.e., January 24, were selected for detailed analysis. The main heat loss areas consist of windows, walls, and infiltration. The results reveal that the apartment with the DSF retrofit saves 38.8% on the annual heating energy compared to the Base-Case and 35.2% compared to Case-1.

关键词： double-skin façade retrofitting high-rise apartment heating energy building simulation

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日本桥梁和建筑结构监测的研究与实施综述 Review

Yozo Fujino, Dionysius M. Siringoringo, Yoshiki Ikeda, Tomonori Nagayama, Tsukasa Mizutani

《工程（英文）》 2019年第5卷第6期页码 1093-1119 doi: 10.1016/j.eng.2019.09.006

摘要：

本文对日本建筑结构监测技术的发展进行了综述，重点介绍了监测系统的类型、策略和开发利用。本文主要对基于振动技术的桥梁和建筑结构进行了介绍。日本的建筑结构监测系统历来都是以评估建筑结构对极端事件的响应程度为目标的。在建筑结构监测技术的开发中，监测系统和所收集到的数据被用来验证设计假设、更新技术参数并优化振动控制系统的性能。本文对大跨度桥梁和高层建筑的设计验证、建筑物和桥梁的隔震系统性能、建筑结构改造和加固验证、结构控制系统验证（被动式、半主动式和主动式）、结构评估和损伤检测进行了研究。近年来，监测系统的应用范围被逐步扩大，监测数据的充分利用使得风险和资产管理趋于合理化，从而进一步提升了监测系统的高效运作和有效维护。本文还从对日本桥梁和建筑结构监测案例研究中总结了一些经验教训和反馈意见。

关键词：建筑结构监测大跨度桥梁高层建筑地震监测风振响应路面及桥面板监测建筑结构控制监测建筑结构评估

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超高面板坝的关键技术问题

马洪琪,曹克明

《中国工程科学》 2007年第9卷第11期页码 4-10

摘要：

总结了100 m级面板坝的技术要点，分析了200 m级超高面板坝建设出现的主要问题和原因，在2000年以后修建的超高面板坝主要经验的基础上，提出了300 m级面板坝需要研究的关键技术问题。

关键词：混凝土面板堆石坝超高坝关键技术

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水稻超高产育种研究进展与前景

陈温福,徐正进,张龙步,张文忠,杨守仁

《中国工程科学》 2002年第4卷第1期页码 31-35

摘要：

水稻单产经历了由矮化育种和杂交稻带来的两次飞跃以后，长时间停滞不前。研究表明，以籼粳稻亚种间强优势利用与理想株型相结合为主要特征的超高产育种（即超级稻），正孕育着单产水平的第3次突破。基本理论与技术路线是增加生物产量，优化产量结构，利用籼粳稻亚远缘杂交或地理远缘杂交创造新株型和强优势，通过优化性状组配使理想株型与优势相结合。按照这一理论与技术路线，已经成功地创造出一批新株型优异种质，并育成了单产12～13 t/hm²的超级稻。

关键词：水稻新株型超高产育种

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Dynamic analyses of steel-reinforced super high-strength concrete columns

JIA Jinqing, JIANG Rui, XU Shilang, HOU Tong

《结构与土木工程前沿（英文）》 2007年第1卷第2期页码 240-246 doi: 10.1007/s11709-007-0030-2

摘要： The dynamic behaviors of steel-reinforced super high-strength concrete columns under seismic loading were studied with a series of experiments. Thirteen specimens, with concrete strengths ranging from 94.9 to 105.4 MPa and shear-span ratios of 2.75, were manufactured. The axial load ratio and the stirrup reinforcement ratio were the main experimental variables affecting the dynamic behavior of the specimens. The columns under low cyclic lateral loading mainly failed in the flexural-shear mode. Shear force-displacement hysteretic curves and skeleton curves were drawn. The coefficients of the specimens displacement ductility were calculated. Experimental results indicate that ductility decreases while the axial load ratio increases, but it increases when the stirrup reinforcement ratio increases. The limit values of the axial load ratio and the minimum stirrup reinforcement ratio of the columns were investigated to satisfy definite ductility requirements. These values were suggested as references of engineering applications and of the amendment of the current Chinese design code of steel reinforced concrete composite structures.

关键词： amendment flexural-shear force-displacement hysteretic definite ductility skeleton

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龚剑：超高层建筑数字化建造技术与应用（2019年11月9日）

龚剑(高级职称)

2021年01月20日

关键词：城镇建设

高通量计算的兴起 None

Ning-hui SUN, Yun-gang BAO, Dong-rui FAN

《信息与电子工程前沿（英文）》 2018年第19卷第10期页码 1245-1250 doi: 10.1631/FITEE.1800501

摘要：近年来，云计算、人工智能和物联网等新兴计算应用的出现，对计算机系统设计提出3个共同要求：高利用率、高吞吐量和低延迟。在这里，这些被称为“高通量计算”的要求。我们进一步提出一种新指标，称为“系统熵”，用于测量计算机系统的混乱程度和不确定性。我们认为，与追求高性能和低功耗的传统计算系统的设计不同，高通量计算应致力于实现低并发性。然而，从计算机体系结构角度看，高通量计算面临两大挑战：（1）如何充分利用应用程序数据的并行和并发执行来实现高吞吐量；（2）如何获得低延迟，即便在具有高利用率的数据路径中发生严重争用的情况下。为应对这两个挑战，引入两种技术：片上数据流体系结构和标签化冯诺依曼体系结构。构建了两个可以实现高吞吐量和低延迟的原型，显著降低了系统熵。

关键词：高通量计算；系统熵；信息高铁

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标题作者时间类型操作

Seismic analysis of a super high-rise steel structure with horizontal strengthened storeys

Yuanqing WANG, Hui ZHOU, Yongjiu SHI, Yi HUANG, Gang SHI, Siqing WEN

期刊论文

Investigation of the structural form optimization methods of high-rise buildings

ZHANG Shihai, WANG Li, OU Jinping, WANG Guangyuan

期刊论文

Distribution of background equivalent static wind load on high-rise buildings

Jianguo ZHANG , Ming GU ,

期刊论文