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121. The following contents are mainly discussed in this paper. (1) The basic conspectus and theory of the buckling of the high pier is introduced firstly.

122. Our design will be put on the pier glass and shoes mirror of marketplaces, image mirror in public, as well as looking-glass in the office buildings, restaurants , gymnasiums and so on.

123. The practice proves that to arrange bridge pier in the direction along flow is one of effect way for solving water stop problem of multi line skew bridge abutment pier.

124. Ships usually tie up to a pier in a port.

125. Factory, sports hall, pier, bill board, building, parking lot and other places where outdoor long-distance flood lighting is needed.

126. With descending of the main piers foundation slab and integral moving of pier, not only the navigable dimensions meet the demand, but also the influence on upbound ships is very li.

127. Bringing forward the dangerous stream comes into being when the boat and ship comes across navigability bridge opening is the combined action result of wave , streams , pier and so on in fact.

128. The ductile earthquake performance of one-column bridge piers, which are used frequently at the railway bridge, is studied by pseudo-static test for 24 large-scale pier models.

129. The focus is on Puget Sound at the Seattle Aquarium, located at Pier 59 water front.

130. Through a real example of ribless combined form design for round end pier, introduce its makeup, theoretical computation and feature.

131. The calandria arrangement in the furnace floor flue gas channel that is formed by the ondol pier bricks with circular sections greatly lowers the local resistance loss of flue gas.

132. Today, convenient detection means of bridge damage is the focal point of the research. In this paper, a new method to check bridge pier damage by dynamic experiment is introduced.

133. In this paper, on the basis of non linear analysis of the flexible pier′s critical load, the influence of nonlinear phase displacement of pier top on pier′s stability is discussed.

134. Pier Leisure resort area including the Tourist Service Center, Building 1, Beijing Niang Lake Hotel, Beijing No. 2 Niang Lake Forest Hills Hotel and Guest House.

135. The installment of tie beam of pier in high earthquake intensity regions was studied in the view of improving seismic performance of bridges.

136. The downflow and horseshoe vortex is guided to the downstream successfully far away from the bridge pier structure.

137. Royal Caribbean Cruises Ltd. invested million to build a pier and resort destination in Haiti.

138. I thought so, there he is, waiting on the pier.

139. Calculation results indicate that the vibration acceleration of beam and pier can be more effectively reduced with steel spring bearing.

140. Due to the disturbed flow at bridge pier, the original condition of flow and bed scouring and sedimentation was changed,[http://sentencedict.com/pier.html] and thus the navigation condition was affected.

141. Perhaps you have seen a pier - glass in an $ 8 flat.

142. The procedure of construction with earth-bag cofferdam is introduced for the open-cut foundation in deep water and sandy soil with a narrow space at Pier No.

143. Orange cup coral clusters on a pier piling on Bonaire Island in the West Indies.

144. By virtue of an aid station based on the abutment central pile, "comprehensive formulas for the layout of curves "is used to calculate the crossing angles of every pier or abutment.

145. He walked along the wooden pier and climbed down into the boat.

146. Another Rube Goldberg machine, it was to be built like a pier.

147. A bearded peer appeared on the pier to peer in the pier glass.

148. And from this thought pier place than it is if acquisitiveness were always stronger than rivalry.

149. Capital:In architecture, the crowning member of a column, pier, pilaster, or other vertical form, providing a structural support and transition for the horizontal member (entablature) or arch above.

150. The structure details such as the joint of side pier, anchor key of ties, steel-concrete transition section and front minor cross beam are introduced.