Who's Who in Modern HistoryRoutledge, 07.05.2019 - 48 Seiten Who's Who in Modern History is a unique reference book which examines those individuals who have shaped the political world since 1860. Coverage is truly global, including the most important figures in Europe, Asia, North America, Latin America, Africa and Australasia. |
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Seite 5
... Prediction of Load Effects for Strength Design and Serviceability 4.1 Structural Properties of the Building 4.2 Load ... Predicted Building Response Variations 2.5 Serviceability Accelerations 5.5 Responses Versus Return Period 2.6 ...
... Prediction of Load Effects for Strength Design and Serviceability 4.1 Structural Properties of the Building 4.2 Load ... Predicted Building Response Variations 2.5 Serviceability Accelerations 5.5 Responses Versus Return Period 2.6 ...
Seite 8
... predict these loads and responses can appear arcane to many of the designers who have to use the results . This can , in some cases , lead to a reluctance to rely on wind tunnel predictions . This guide is intended to shed light on the ...
... predict these loads and responses can appear arcane to many of the designers who have to use the results . This can , in some cases , lead to a reluctance to rely on wind tunnel predictions . This guide is intended to shed light on the ...
Seite 12
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Inhalt
6 | |
7 | |
8 | |
10 Introduction | 10 |
20 Nature of Wind Effects | 15 |
30 Wind Tunnel Testing Methods | 20 |
40 Prediction of Load Effects for Strength Design and Serviceability | 26 |
50 Format for Comparing Wind Tunnel Results | 29 |
60 Use of Wind Tunnel Results | 35 |
Bibliography | 36 |
CTBUH Height Criteria | 38 |
100 Tallest Buildings in the World | 42 |
CTBUH Organization and Members | 46 |
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Who's who in Modern History: From 1860 to the Present Day Alan Warwick Palmer,Alan Palmer Eingeschränkte Leseprobe - 2002 |
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acceleration aerodynamic aerodynamic damping aeroelastic base moments base shears building motions building response building's Busan Center Tower Chongqing Chongqing CN composite hotel/office composite office concrete office concrete residential construction crosswind crosswind loading crosswind response CTBUH damping ratio dynamic Extreme Load Effect Figure floor Guangzhou Guangzhou CN HFPI Hong Kong CN International International Finance Centre Kuwait City Laing O'Rourke mean velocity meteorological data meters modes of vibration Mumbai natural frequencies non-dimensional Non-Directional method peak Petronas Tower planetary boundary layer Plaza predicted pressure coefficients pressure taps profiles residential/hotel/office residential/office return period Reynolds number RWDI sector velocities Shanghai CN Shenzhen Shenzhen CN simulation speed and direction statistics steel office steel/concrete supertall Suzhou tall building terrain Tianjin Tianjin CN torsion typically Werner Sobek wind climate wind direction wind engineering wind loads wind pressures wind tunnel data wind tunnel laboratories wind tunnel studies wind tunnel tests wind velocity