{"id":28116,"date":"2024-10-17T02:56:26","date_gmt":"2024-10-17T02:56:26","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-manual-67-99-1999\/"},"modified":"2024-10-24T14:01:13","modified_gmt":"2024-10-24T14:01:13","slug":"asce-manual-67-99-1999","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-manual-67-99-1999\/","title":{"rendered":"ASCE Manual 67 99 1999"},"content":{"rendered":"
This manual, Wind Tunnel Studies of Buildings and Structures (ASCE Manuals and Reports on Engineering Practice No. 67), is a revision of the first edition published in 1987, and provides guidelines intended to assist architects and engineers who may become involved with wind tunnel model testing of buildings and structures. Wind tunnel testing is desirable in order to improve the reliability of structural performance and to achieve cost effectiveness\u2014both of the final structure and during the period of construction. This revised edition includes procedures required to provide representative information on wind effects experienced during certain wind conditions and methods for using such information to provide statistical predictions of full-scale behavior. New developments are presented in the wind engineering field and wind tunnel studies of the dispersion of pollutants around buildings and in urban environments.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | ACKNOWLEDGMENTS <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | WIND TUNNEL STUDIES OF BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1 INTRODUCTION 1.1 Objectives <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 1.2 Areas of Application 1.3 Common Techniques <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 2 MODELING THE WIND 2.1 Wind and Its Origin 2.2 Wind Tunnel Simulation of the Atmospheric Boundary Layer (ABL) <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 2.3 Approach Wind <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 2.4 Topographic Models 2.5 Near Field <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 2.6 Influence of Specific Structures 2.7 Selection of Geometric Scale <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 2.8 Selection of Velocity Scale <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 2.9 Reynolds Number Scaling <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 3 PEDESTRIAN LEVEL WINDS <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 4 LOCAL AND PANEL WIND LOADS 4.1 General <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 4.2 External Pressures <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 4.3 Internal Pressures <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 4.4 Roof Pressures <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 5 OVERALL WIND LOADS AND WIND-INDUCED RESPONSES 5.1 General <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 5.2 Measurement Techniques <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 5.3 Analysis Methods <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 6 AEROELASTIC SIMULATIONS 6.1 General 6.2 Detailed Requirements <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 6.3 Types of Aeroelastic Models <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 6.4 Tall Buildings <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 6.5 Towers, Masts, and Chimneys 6.6 Cooling Towers <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 6.7 Flexible Roofs 6.8 Long-Span Bridges <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 6.9 Cables and Transmission Lines <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 7 DISPERSION AROUND BUILDINGS 7.1 General 7.2 Problem Areas <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 7.3 Similarity Requirements <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 8 INSTRUMENTATION <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 9 QUALITY ASSURANCE OF WIND TUNNEL DATA <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 10 WIND CLIMATE AND PREDICTION OF FULL-SCALE BEHAVIOR <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | COMMENTARY ON WIND TUNNEL STUDIES OF BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | C1 INTRODUCTION <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | C2 MODELING THE WIND C2.1 General <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | C2.2 The ABL <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | C2.3 Modeling Criteria <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | C2.4 Boundary Layer Wind Tunnels (BLWTs) for Modeling the Wind <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | C2.5 Wind Simulations in Short Test Section Wind Tunnels <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | C3 PEDESTRIAN LEVEL WINDS C3.1 Introduction C3.2 Approach Flow, Modeling, and Similarity <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | C3.3 Measurement Techniques <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | C3.4 Criteria <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | C3.5 Comparisons with Full-Scale Measurements <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | C4 LOCAL AND PANEL WIND LOADS C4.1 General C4.2 Scaling Wind Tunnel Results to Full Scale <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | C4.3 Internal Pressures <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | C4.4 Roof Pressures <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | C5 OVERALL WIND LOADS AND WIND-INDUCED RESPONSE C5.1 General <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | C5.2 Measurement Techniques <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | C6 AEROELASTIC SIMULATIONS C6.1 General <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | C6.2 Additional Requirements <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | C6.3 Types of Aeroelastic Models <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | C6.4 Aeroelastic Modeling of Tall Buildings <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | C6.5 Towers, Masts, and Chimneys <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | C6.6 Cooling Towers C6.7 Flexible Roofs <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | C6.8 Long-Span Bridges <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | C6.9 Cables and Transmission Lines <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | C7 DISPERSION AROUND BUILDINGS C7.1 General <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | C7.2 Model Studies of Vehicular Exhaust Emissions <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | C7.3 Model Studies of Building Exhausts <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | C7.4 Experimental Methods <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | C8 INSTRUMENTATION C8.1 General <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | C8.2 Precision <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | C8.3 Accuracy <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | C9 QUALITY ASSURANCE OF WIND TUNNEL DATA C9.1 General <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | C9.2 General Conduct of Tests and Analysis C9.3 Assurance of Correct Modeling and Scaling <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | C9.4 Sources of Error <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | C9.5 Strategy <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | C10 WIND CLIMATE AND PREDICTION OF FULL-SCALE BEHAVIOR C10.1 General C10.2 Wind Types and Their Effects on the Wind Database <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | C10.3 Collection and Analysis Procedures for Wind Data Available in the United States <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | C10.4 Hurricane Winds <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | GLOSSARY A <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | B C D <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | E F G <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | H I <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | J L M N O <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | P Q R <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | S <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | T V <\/td>\n<\/tr>\n | ||||||
204<\/td>\n | ACRONYMS <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | NOMENCLATURE <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | Glossary of Greek Symbols Used <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | Derivatives <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | REFERENCES <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | INDEX A B <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | C D E F <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | G H I J K L M <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | N O P Q R S <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | T U V W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Manual of Practice No. 67: Wind Tunnel Studies of Buildings and Structures<\/b><\/p>\n |