Bridge Engineering HandbookWai-Fah Chen, Lian Duan CRC Press, 4 Nov 1999 - 2020 halaman An international team of experts has joined forces to produce the Bridge Engineering Handbook. They address all facets-the planning, design, inspection, construction, and maintenance of a variety of bridge structures-creating a must-have resource for every bridge engineer. This unique, comprehensive reference provides the means to review standard practices and keep abreast of new developments and state-of-the-art practices. Comprising 67 chapters in seven sections, the authors present: Fundamentals: Provides the basic concepts and theory of bridge engineering Superstructure Design: Discusses all types of bridges Substructure Design: Addresses columns, piers, abutments, and foundations Seismic Design: Presents the latest in seismic bridge design Construction and Maintenance: Focuses on the practical issues of bridge structures Special Topics: Offers new and important information and unique solutions Worldwide Practice: Summarizes bridge engineering practices around the world. Discover virtually all you need to know about any type of bridge: Reinforced, Segmental, and Prestressed Concrete Steel beam and plate girder Steel box girder Orthotropic deck Horizontally curved Truss Arch Suspension Cable-stayed Timber Movable Floating Railroad Special attention is given to rehabilitation, retrofit, and maintenance, and the Bridge Engineering Handbook offers over 1,600 tables, charts, and illustrations in ready-to-use format. An abundance of worked-out examples give readers step-by-step design procedures and the section on Worldwide Practice provides a broad and valuable perspective on the "big picture" of bridge engineering. |
Isi
LXIV | 34-33 |
LXV | 35-35 |
LXVI | 36-35 |
LXVII | 37-35 |
LXVIII | 38-23 |
LXX | 39-33 |
LXXI | 40-23 |
LXXII | 41-35 |
XV | 8-11 |
XVII | 8-13 |
XIX | 9-37 |
XXI | 10-35 |
XXIII | 11-49 |
XXVI | 12-29 |
XXX | 13-21 |
XXXII | 14-45 |
XXXIV | 15-15 |
XXXVI | 16-33 |
XXXVII | 17-11 |
XXXVIII | 18-35 |
XL | 19-17 |
XLI | 20-27 |
XLIII | 21-25 |
XLV | 22-23 |
XLVII | 23-15 |
XLVIII | 24-15 |
XLIX | 25-15 |
L | 25-17 |
LI | 26-11 |
LIII | 27-23 |
LV | 28-15 |
LVII | 29-37 |
LIX | 30-23 |
LXI | 32-45 |
LXII | 32-47 |
LXIII | 33-43 |
LXXIII | 42-51 |
LXXIV | 43-29 |
LXXVII | 44-37 |
LXXVIII | 44-39 |
LXXIX | 45-63 |
LXXX | 46-15 |
LXXXII | 47-37 |
LXXXIV | 48-17 |
LXXXV | 49-27 |
LXXXVII | 50-39 |
LXXXVIII | 50-41 |
LXXXIX | 51-15 |
XC | 52-19 |
XCII | 53-21 |
XCIII | 54-25 |
XCV | 56-17 |
XCVII | 57-15 |
CI | 58-21 |
CIII | 59-25 |
CV | 60-15 |
CVI | 61-17 |
CVII | 62-25 |
CIX | 62-27 |
CX | 63-35 |
CXII | 64-41 |
CXIV | 65-39 |
CXV | 66-31 |
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Istilah dan frasa umum
AASHTO AASHTO-LRFD abutment aesthetic Akashi Kaikyo Bridge analysis anchor applied arch axial bascule bridge beam bearing capacity box girder box girder bridges bridge deck bridge structures cable cable-stayed bridges calculated Caltrans cantilever cast-in-place column components compression compression members construction cross section curved dead load deflection deformation depth determined developed displacement dynamic earthquake effects elastic Engineering equation erection factor flange flexural floating bridge footing forces foundation horizontal joints lateral limit liquefaction live load longitudinal LRFD material maximum method nonlinear orthotropic deck pier plate post-tensioning precast pressure prestressed concrete prestressing ratio reinforced concrete resistance response response spectrum rock segments seismic design settlement shear shown in Figure slab soil span length steel stiffeners stiffness strength stress substructure superstructure surface suspension bridges T. Y. Lin Table tendons tension timber tower traffic transverse truss typical values vertical welded width wind
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